Agenda packet — Foster City City Council, August 15, 2022 (part 3 of 4)

USEPA (U.S. Environmental Protection Agency). 2012. Recreational Water Quality Criteria. Office of Water 820-F-12-058.

WESCO (Western Ecological Services Company, Inc.). 1993. Foster City Lagoon Management Plan.

Prepared for City of Foster City. August 17, 1992, revised 1993.

Wright, M.E., Solo-Gabriele, H.M., Elmir, S., and Fleming, L.E. 2009. Microbial load from animal feces at a recreational beach. Marine Pollution Bulletin: 58(11): 1649-1656. 478
City of Foster City Lagoon Management Plan
Revised July 2022 © 2022 Blankinship & Associates, Inc.

Appendix B
Routine Monitoring Data Sheet
479
Pr
epared by Blankinship & Associates, Inc. Figure 3 Lagoon Management Plan Foster City Lagoon
Routine Beach Monitoring
Beach (Circle one): Erckenbrack / Gull / Marlin / Ryan A - Boat Rental / Ryan B – Lagoon Center Project Personnel: ___________________________________________ Monitoring Date: _________________ Water Conditions
Clarity (Circle one): Clear (see bottom) / Fair (1-2’ visibility) / Poor (< 1’ visibility) Odor (Circle one): None / Sulfides / Sewage / Petroleum / Mixed Other: ____________________________________ Water Temp (°F): __________________________ Conductivity (mS/cm): __________________________ Dissolved Oxygen (mg/L): ___________________ Secchi Disk Depth (ft): __________________________ Samples for Analytical Lab Collected: Yes No
Potential Bacteria Sources (circle as appropriate)
Geese Number of Geese Present: None / 1 – 5 individuals / 5 – 20 individuals / 20 or more individuals Visible Goose Feces Contamination: No visible feces / Light fecal contamination / Moderate / Heavy Location of Goose Feces: On beach / In water / Not applicable Ducks Number of Ducks Present: None / 1 – 5 individuals / 5 – 20 individuals / 20 or more individuals Visible Duck Feces Contamination: No visible feces / Light fecal contamination / Moderate / Heavy Location of Duck Feces: On beach / In water / Not applicable Gulls
Number of Gulls Present: None / 1 – 5 individuals / 5 – 20 individuals / 20 or more individuals Visible Gull Feces Contamination: No visible feces / Light fecal contamination / Moderate / Heavy Location of Gull Feces: On beach / In water / Not applicable Dogs
Number of Dogs Present: None / 1 – 5 individuals / 5 – 20 individuals / 20 or more individuals Visible Dog Feces Contamination: No visible feces / Light fecal contamination / Moderate / Heavy Location of Dog Feces: On beach / In water / Not applicable Aquatic Vegetation and Algae (circle or describe as appropriate):

Algae
Amount of Algae Observed: None / Light / Moderate / Heavy Algae Location(s): Mats on bottom / Shoreline matting / Free-floating mats / Planktonic (pea soup appearance) Other observations: _______________________________________________________________________________________ Widgeon Grass
Amount of Widgeon Grass Observed: None / Light / Moderate / Heavy Widgeon Grass Location(s): Growth on bottom / Growth to Surface / Fragments / Rake Samples Other observations: _______________________________________________________________________________________ 480
City of Foster City Lagoon Management Plan
Revised July 2022 © 2022 Blankinship & Associates, Inc.

Appendix C
Recommended Water Quality Equipment
481
Highly-accurate ODO® sensor
technology with no stirring
3-year warranty on handheld, 2-year warranty on probe/cable assembly and ODO sensor cap
Rechargeable lithium-ion battery that
supports a full day of sampling
Real-time salinity compensation of
DO measurements
DON’T GO IT ALONE. GO SOLO.

The ProSolo DIGITAL handheld meter with ODO/CT offers exceptional affordability with unmatched durability. The user-friendly display delivers not only the industry’s best DO, temperature, and conductivity data, but also calculated parameters such as salinity, specific conductance, and seawater density.

What do you get if you Go Solo?
ProSolo ODO/CT

OPTICAL DISSOLVED OXYGEN, CONDUCTIVITY, AND TEMPERATURE METER 482
ProSolo OPTICAL DISSOLVED OXYGEN, CONDUCTIVITY, AND TEMPERATURE METER SPECIFICATIONS W145-01
YSI, a Xylem brand
1725 Brannum Lane
Yellow Springs, OH 45387
Tel +1.800.897.4151
www.xylem.com
ODO, ProODO, and ProOBOD are trademarks of Xylem Inc. or one of its subsidiaries. © 2019 Xylem W145-01 0219 YSI.com/ProSolo-ODOCT
ProSolo Specifications
Dimensions 8.3 cm width x 21.6 cm length x 5.6 cm depth; 567 g (with battery) Power
Rechargeable lithium-ion battery pack provides ~48 hours with the handheld only; Battery recharge time is ~ 9 hours with the AC power adapter; The instrument can also be powered via AC or external power through the USB port Operating Temperature 0 to 50°C
Storage Temperature 0 to 45°C with battery installed;
0 to 60°C without battery installed
Display Color, LCD graphic display;

3.9 cm width x 6.5 cm height
Memory >100,000 data sets
Barometer
Units: mmHg, inHg, mbar, psi,
kPa, atm
Range: 375 to 825 mmHg;
Accuracy: ±1.5 mmHg from 0 to 50°C;
Resolution: 0.1 mmHg
Sites and Data ID 100 user-defined sites and 100 user-defined data ID tags; Site pictures can be sent to the handheld via KorDSS Software Calibration Records 400 detailed calibration records can be stored and are available to view, download, and print (printing only available via KorDSS Software)
Languages English, Spanish, German, French, Italian, Norwegian, Portuguese, Japanese, Chinese (Simplified & Traditional), Korean, Thai
Certifications CEC, CE; RoHS; IP-67; WEEE; FCC; UN Part III, Section 38.3, Test methods for lithium-ion batteries (Class 9)
Warranty 3 years on handheld
ODO/CT Specifications
Size 2.46 cm diameter, cable options for 1, 4, 10, 20, 30, 50, and 100 m lengths Dissolved Oxygen
(Optical luminescence)
Units: % saturation, % saturation
local, mg/L, ppm
Range: 0 to 500%, 0 to 50 mg/L;
Accuracy: 0 to 200%: ±1% of reading or 1% saturation, whichever is greater; 200 to 500%: ±8% of reading;
0 to 20 mg/L: ±0.1 mg/L or 1% of reading, whichever is greater; 20 to 50 mg/L: ±8% of reading
Resolution: 0.01 mg/L and 0.1%, or 0.1 mg/L and 1% (auto-adjusts based on range) Temperature
(Thermistor)
Units: °C, °F, K
Range: -5 to 70°C (temperature compensation range for DO mg/L measurement: -5 to 50°C ); Accuracy: ±0.2°C;
Resolution: 0.1°C or 0.1°F (auto-adjusts based on range) Conductivity
(Four nickel electrode cell)
Units: μS/cm, mS/cm
Range: 0 to 200 mS/cm;
Accuracy: 0 to 100 mS/cm ±0.5% of reading or .001 mS/cm, whichever is greater; 100 to 200 mS/cm ±1.0% of reading;
Resolution: 0.001, 0.01, or 0.1 μS (range dependent)
Salinity
(See YSI.com for additional
calculated parameters)
Units: μS/cm, mS/cm
Range: 0 to 70 ppt
Accuracy: ±1.0% of reading or ±0.1 ppt, whichever is greater Resolution: 0.01 ppt
Warranty 2 years on cable, probe, and ODO sensor cap
483
484

485
City of Foster City Lagoon Management Plan
Revised July 2022 © 2022 Blankinship & Associates, Inc.

Appendix D
CEL Laboratory Chain of Custody Form
486
Project Name:

Item No.
1 2
3 4
5 6
7 8
9 10
Date Time Sample Matrix:
Swab
Sample Matrix: Solid
Solid Type: Soil Biosolid
Sample Matrix: Water
Water Type: Drinking water (DW)
Ambient Water (AW)
Wastewater (WW)
Reagent Grade Water (RGW)
Other Water
Released By: Date Time
HCL
Received By:

Sample Identification
Custody and Sample Information - Print ALL information. Put N/A in blanks not applicable.

Turn Around Time
Sampling Date / Time
48 hrs
24 hrs
Report to:

Sampler's Signature / Date / Time:

NONE
Sample Type:

G=Grab
C=Composite
Na2S2O3
Ice pack Blue Ice Wet Ice
Holding Time Preserved: Yes No
Lab ID______________
Standard (7-10 d)
72 hrs
SOP#SP 02 Rev.5
Comments: Client Comment Area Sample condition: Accepted Rejected Temperature at the time of receipt:_______⁰C
Page_____of_____
Effective Date 4.21.2021
82 Mary Street Suite #2
San Francisco, Ca 94103
Tel: (415) 882-1690
Fax: (415) 882-1685
Send Invoice to:

Preservative
H2SO4
HNO3
Chain of Custody
Record
Indicate Analysis Requested
Total # of Sample
Containers
Enterococci
Dog
Human
Sea Gull
Goose
Allen Smith, Foster City
[email protected]
Greg Baeza, Foster City
[email protected]
City of Foster City
100 Lincoln Centre Dr.

Foster City CA 94404
Lagoon Beaches FIB
Monitoring
487
City of Foster City Lagoon Management Plan
Revised July 2022 © 2022 Blankinship & Associates, Inc.

Appendix E
City of Foster City Canada Goose
Population Management Plan
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City of Foster City

CANADA GOOSE POPULATION MANAGEMENT PLAN
Overview
In response to the rising concerns about the number of Canada goose and the excrement they leave on Foster City beaches, playfields, parks, and walkways, creating a potential public health hazard and diminishing the community's ability to safely enjoy outdoor recreational amenities, the Foster City Canada Goose Population Management Plan is a framework by which the City may respond to public safety issues and work towards reducing overpopulation of Canada Goose. This plan provides an update on actions taken to date and identifies the next steps towards mitigating the geese population in Foster City.

The plan outlines strategies for population reduction and also provides a guide for City staff and members of the public to address Canada goose removal if necessary. It should be noted that the purpose of this plan is to be a guiding document and as such, the techniques prescribed will only be implemented as needed.

Background and Past Efforts
Most regional surveys show that Canada goose numbers are either increasing or stable, but overall they are at unprecedented numbers due to overpopulation. In the City of Foster City, the increasing number of Canada Goose has led to increased conflict and concern among human residents.

To keep the goose population at appropriate levels, for many years the City has implemented several management tactics. Some of these techniques have been implemented independently, as well as in conjunction with others, all with varying degrees of success. The chart below provides a summary of measures attempted through the years.

PAST AND CURRENT EFFORTS TO ADDRESS GEESE POPULATION MANAGEMENT Method Description Did it Work?
Dog Hazing Dogs used to harass and 'stalk' geese
making them feel less secure from
predators.

Yes. This approach is temporary and tends
to push geese to other properties.

Strobe
Lights
Currently the City uses two strobe lights
that were strategically placed at Leo J.

Ryan Park.

No. No noticeable effects on the Goose
behavior and bothersome to public.

Egg
Addling
Keeping goose eggs from hatching
curtailing reproduction so fewer geese will
nest at a given site in the future.

Yes. Noticeable reduction in goose
population can take several years as geese
can live for upwards of 20 years.

Fence
Barriers
Installation of various fencing to deter
geese from entering water, limiting their
access.

Yes. Fairly effective, but time -intensive to
install and adjust as geese adapt, and
barriers detract from parks.

Goose
Deterrent
Liquid deterrents applied to lawn areas
that is repulsive to geese.

Yes. Minor effectiveness and mixed results
for a short-term basis, but strong odor.
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Page 2 of 5 ends

While control efforts, both in Foster City and throughout the region, have been extraordinary, the regional non- migratory goose populations continue to increase.

Concerns
Canada Goose present an inherent concern in that they may cause damage to City areas as a result of overgrazing turf grass and landscaping, excessive bird- fecal accumulations, aggressive nesting behavior towards the public, and human health and safety hazards (i.e., disease transmission, traffic hazards when geese cross roads).

The majority of complaints with Canada Goose involve accumulations of feces on lawns and walkways at homes, schools, and public parks, compromising the overall quality of life, and hav ing the potential to pose serious health threats due to the presence of disease-causing organisms.

Due to their inefficient digestive systems, grazing habits and molting patterns, geese do pose a risk to human health and safety. Canada Goose and their fecal matter can cause a deterioration in water quality in the City’s surrounding water bodies (i.e., lagoon and beaches).

1.1 General Health and Avian Influenza Risks
Potential health risks posed by the abundant droppings of the Canada goose are a relatively untouched area of study as the urban goose concentrations are a relatively new phenomenon. Locally, high bacteria levels partly attributed to goose droppings have been identified in the Foster City lagoon and beach areas . Since 2017, these findings have resulted in mandatory beach closures after analysis of water samples for beaches at Erckenbrack Park, Marlin Park, and Gull Park.

Due to the fact that it is possible to contract disease from goose fecal matter, there are general recommendations for areas where these droppings may be present.

1. Wash hands, clothes and sports equipment immediately after exposure

2. Small children, pregnant women or immune- compromised individuals should avoid areas with high concentrations of droppings

3. Small children who may put hands in their mouths should not be placed in contact with these areas Currently there is also concern with a potential pandemic threat of avian influenza (otherwise known as bird flu or the H5N1 virus). At present, there appears to be three likely scenarios for bird flu. From best to worst they are:

1. The virus will loose it s virulence and while still spreading be less of a threat to humans and birds. This is hypothetical, based on changes between influenza strains found in the past and current flu outbreaks.

2. The virus will remain as it is and be spread widely by migratory bir ds. Management of bird/bird and bird/human contacts is and will continue to be required to follow the spread of the virus.

3. The virus will mutate and be transmitted human to human. This could produce a worldwide pandemic and would need to be addressed by the development of effective rapid quarantine methods and production of a vaccine.

1.2 Addressing Water Quality Impacts and Sampling
The City of Foster City, as a component of its Lagoon Management Plan, will contract with a lagoon water management company to help understand the best methods to reduce the bacteria levels in the lagoon. This can be achieved by several different methods including: chemical, mechanical, outreach programs, and wildlife population control. Additionally, lagoon water testing otherwise known as the “ Fecal Indicator Bacteria (FIB) Monitoring Program” will continue (at least through March 2022) to provide a baseline data set that will assist in investigating sources of bacteria to Foster City Lagoon and the seasonal variability in such sources. Sampling will also help confirm data collected by County Environmental Health Services (EHS.)

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Page 3 of 5 ends

Recommendations
The most effective strategy for alleviating resident Canada goose conflicts is an integrated mitigation plan to reduce the overall local population of geese. This involves curtailing reproduction, site aversion, and habitat modification to discourage and/or limit the number of birds in certain areas. Throughout the year an integrated goose program may include a combination of tactics.

2.1 Goals and Measures
The Foster City Canada Goose Population Management Plan is meant to target specific areas, where public health, safety, and property damage are at risk due to increased populations. The City’s goal is to systematically work on these aspects to help address these issues.

Staff has identified three goals for implementing a Canada goose management program.

1. The primary goal is to focus annually on the open, green space and water areas in the City of Foster City to reduce the Canada goose population and address community concerns.

2. The second goal is to evaluate and develop strategies annually that employ both short-term and long-term methods, such as creating physical barriers that deter geese from loafing on property and addling eggs to curtail reproduction.

3. The final goal will be to support other community public and private property owners to develop plans and implement processes of their own to reduce the number of Canada Goose on property not owned by the City of Foster City.

Effective geese management plans generally follow a seasonal timeline, and therefore, the C ity of Foster City will generally implement this plan during the spring, summer, and fall seasons.

2.2 Management Techniques
The options for Canada goose management are varied in type and meeting the goals as outlined will require the implementation of a broad set of techniques. Any one management strategy used alone will likely be ineffective for any significant length of time, since tolerance and habituation will likely occur. As a result, City staff will implement the use of an integrated management approach, where a number of techniques are applied in varying ways at unique times and locations. Staff understands that future reduction plans may require new management strategies that require adjustments or improvements.

2.3 Population Reduction
Nesting Management
Annual nest search and treatment will be conducted in localized areas. The areas to be searched and treated include suitable nesting habitat immediately adjacent to water body areas. Nest searches and treatment protocol will follow methods prescribed by the required U.S. Department of Agriculture and U.S. Fish & Wildlife Service permits. Permit conditions will be followed and reporting will be conducted on an annual basis. To facil itate future nest searches, the City of Foster City will continue to collaborate with the neighboring cities in an egg-addling effort.

Over the years, a regional contractor has addled thousands of eggs located at Bair Island, which generally won’t make a noticeable impact in the population until a span of 20 years.

Removal and Disposition
Capture and removal of flightless, mixed age groups of geese during the spring/summer flightless period is an effective way to reduce localized population of geese during the peak golf course and park use time (May - September). The use of contractors to capture and remove for the disposition of geese is a management option for 491

Page 4 of 5 ends

consideration. Goose removal and disposition would need to be conducted according to the regulatory permit conditions.

Selective and occasional lethal removal of geese are also an effective complement to other nonlethal measures .

Lethal removal of geese by means of euthanization is a management option. Such removal and disposit ion would also need to be detailed and conducted according to the regulatory permit conditions. Conditions would include the number of geese and the specific information about the methods to be used in their harvest and disposition.

Habitat Modification and Site Aversion
Site Modifications may include but are not limited to: no mowing areas, increase height of vegetation around ponds and creek banks, planting or promoting shrubs by natural willow colonization, landscape plantings , or added temporary or permanent barriers. The use of temporary snow fence, woven wire, fishing line, etc. that limits Canada goose access to the water areas during the spring, summer, and fall season may be considered. Any fencing that is installed would need to be removed prior to the winter season, and should be established in a manner that prevents geese from entering the fenced off area from the water or from the adjacent property areas. Staff may also expand use of strobe lights in and around water areas as well as stay up to date on all new technologies for goose reduction strategies.

Other techniques that may help with site aversion include liquid deterrents applied to lawn areas or fogging of the geese with a non-harmful chemical that will cause irritation and make the treated areas uninviting. The chemicals are not harmful to pets or other wildlife.

2.4 Public Information and Communication Plan
Informing the public a bout Canada Goose population management activities is an integral part of a successful goose management plan. Information will be shared through community publications, electronic tools, and public meetings. Signage or posted notices may also be developed for certain areas and activities if needed. All persons performing management activities will provide C ity staff with accurate and thorough information about goose management objectives, strategies, and schedules.

To incorporate early, open and ongoing communication, community engagement efforts may include, but is not limited to, the following means:
• City Webpage: A dedicated webpage on the City's website that will provide information regarding geese, past mitigation efforts, frequently asked questions, and a contact/comment form • F actsheet : An informational handout summarizing the public health & safety issue, goals of the Canada Goose Population Management Plan, and where to learn more • B rochure/Signage: Brochure for Parks Maintenance staff to hand out, as well as posted signage throughout parks to discourage members of the public from feeding birds • E ducational Video: An informational video that provides perspectives from different community stakeholders on the public health & safety issue
• C lean -Up Event : A community event that encourages public involvement and provides an educational opportunity for participants; related to Earth Day and sustainability efforts • P ress R eleases: Periodic press releases advising the community of the public health & safety issues, providing notice and progress updates as different mitigation efforts are employed • C ity's e -Newsletter: Sharing of relevant updates through the City's e-Newsletter (as needed) • Social Media: Frequent posts through the City's social media platforms, including Facebook, Nextdoor, and Twitter (as needed)

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2.5 Partner Relationships and Permit Requirements
Under the Migratory Bird Treaty Act (MBTA), Canada Goose are protected and are subject to the regulations of the Code of Federal Regulations, Title 50 - Wildlife and Fisheries. In general, state regulations follow federal regulations for the control of Canada Goose. The MBTA prohibits the "take" of protected migratory bird species without prior authorization (through a depredation permit) by the Department of Interior U.S. Fish and Wildlife Service. A depredation permit is required to control migratory birds that are causing, or if there exists the potential to cause serious damage. Depredation permits should only be sought after other deterrents have proved unsuccessful. They are intended to provide short -term relief for bird damage until long- term, non-lethal measures can be implemented to eliminate or significantly reduce the problem.

Coordination of all Canada geese population management activities will be communicated with the appropriate regulatory agencies, Parks & Recreation Department, Public Works Department, and the City Manager’s Office.

Population monitoring, permitting, annual reporting for egg addling and/or any other depredation permit, dates/conditions for permits, permit in possession while conducting activities, etc. will be the responsibility of City staff and all contractors employed to implement such services.

Lastly, City staff will explore opportunities for regional collaboration with other jurisdictions along the Peninsula that, too, experience persistent and increasing Canada Goose challenges as the population continues to rise. Foster City and its regional partners are engaged in an ongoing effort to elevate the goose population issue to the San Mateo County Health Department to determine whether the effects of the goose presence in the region constitutes a health emergency, which would expand the mitigation options available.

2.6 Staff Contact Information
Any questions regarding the Foster City Canada Goose Population Management Plan can be directed to:
[email protected]
.

_____________________
ADOPTED: November 1, 2021 (via Minute Order No. 1816)
UPDATED: June 3, 2022 (non-substantive changes)

493

DATE: August 15, 2022

TO: Mayor and Members of the City Council

VIA: Stefan Chatwin, City Manager

FROM: Benjamin Stock, City Attorney

SUBJECT: PROPOSED ORDINANCE AMENDING TITLE 8 (HEALTH AND

SAFETY) OF THE FOSTER CITY MUNICIPAL CODE TO ADD A
NEW CHAPTER 8.11, REGULATION OF THE SALE OF

FLAVORED TOBACCO PRODUCTS AND ELECTRONIC

CIGARETTES

RECOMMENDATION

It is recommended that the City Council introduce by title only and waive further reading of an ordinance amending Title 8 (Health and Safety) of the Foster City Municipal Code to add a new Chapter 8.11 to prohibit the sale of flavored tobacco products and electronic cigarettes in Foster City.

EXECUTIVE SUMMARY

At the July 18, 2022 City Council meeting, Councilmember Sanjay Gehani requested, and a majority of the Council supported, placing on a future agenda an ordinance to prohibit the sale of flavored tobacco and “vapes” otherwise known as electronic cigarettes.

BACKGROUND

In an effort to protect the public health and welfare of the citizens of Foster City and to strike a reasonable balance between the interests of persons who smoke and the interests of nonsmokers, the City adopted Ordinance No. 592 494
in 2014 (codified in Chapter 8.05) to regulate smoking within the City.

Tobacco use remains the leading cause of preventable death in the United Sates, killing more than 480,000 people each year.1 Smoking causes or contributes to many forms of cancer, as well as heart and respiratory diseases, among other health disorders. Tobacco use remains a public health crisis, in terms of the human suffering and loss of life it causes, the financial costs it imposes on society and the burdens it places on our health care system.

Flavored Tobacco Products

Flavored tobacco products have been the subject of negative publicity as they are known to be attractive to minors. According to Tobacco Free Kids, a non- profit organization that works to reduce youth access to tobacco and reduce tobacco related deaths:

 Tobacco industry documents show that the tobacco companies have a long history of developing and marketing flavored tobacco products as “starter” products that attract kids.
 Flavors improve the taste and reduce the harshness of tobacco products, making them more appealing and easier for beginners to try the product and ultimately become addicted.
 Menthol cools and numbs the throat, reducing the harshness of cigarette smoke, thereby making menthol cigarettes more appealing to youth who are initiating tobacco use.
 According to the Federal Food and Drug Administration’s (FDA) Tobacco Product Scientific Advisory Committee (TPSAC), menthol cigarettes increase the number of children who experiment with cigarettes and the number of children who become regular smokers, increasing overall youth smoking.
 Flavors can create the false impression that a tobacco product is less harmful than it really is.

In the same publication, Tobacco-Free Kids provided the following statistics that were collected in a 2019 survey of middle and high school students:

495
 81% of youth who have ever used tobacco products initiated with a flavored product.
 72.3% of youth tobacco users have used a flavored tobacco product in the month preceding the survey.
 At least two-thirds of youth tobacco users report using tobacco products “because they come in flavors I like.”

Flavored tobacco products promote youth initiation of tobacco use and help young occasional smokers to become daily smokers by reducing or masking the natural harshness and taste of tobacco smoke and thereby increasing the appeal of tobacco products. Tobacco companies have used flavorings such as mint and wintergreen in smokeless tobacco products to encourage new users to start with tobacco products with lower levels of nicotine and progress to products with higher levels of nicotine.

Research also shows that use of menthol cigarettes has perpetuated disparities among different groups. According to the 2018 National Survey of Drug Use and Health (NSDUH): 85% of African American smokers, 50% of Hispanic smokers and 47% of Asian American smokers use menthol cigarettes, compared to 29% of White smokers; 51% of lesbian/gay and 46% of bisexual smokers use menthol cigarettes, compared to 39% of heterosexual smokers; 45% of smokers with severe psychological distress use menthol cigarettes compared to 39% of smokers with no past month serious psychological distress; 47% of smokers living in poverty use menthol cigarettes, compared to 36% of smokers with an income exceeding twice the Federal Poverty Threshold; and 60% of pregnant smokers use menthol cigarettes.2

Electronic Cigarettes

According to the American Lung Association, E-cigarettes, aka “JUUL’s” and vape pens, use a battery to heat up a special liquid into an aerosol that users inhale and the "e-juice" that fills the cartridges usually contains nicotine, propylene glycol, flavorings, and other chemicals.3 E-cigarettes are sometimes called “e-cigs,” “vapes,” “e-hookahs,” “vape pens,” and “Electronic Nicotine Delivery Systems (ENDS).” Some e-cigarettes look like regular cigarettes, cigars, or pipes but others look less obvious and may take the appearance of a USB flash drive, pens, and other everyday items. Because users inhale the vapor, using an E-cigarette is often referred to as ‘vaping.’ 496

The Food and Drug Administration (FDA) continues to conduct research on e- cigarettes and had indicated that many studies suggest e-cigarettes and noncombustible tobacco products may be less harmful than combustible cigarettes. However, there is not enough evidence to support claims that e- cigarettes and other ENDS are effective tools for quitting smoking and to date, no e-cigarette has been approved as a cessation device or authorized to make a modified risk claim.4

The FDA monitors the national usage rates for all tobacco products, including an annual youth survey, and has seen a drastic increase in youth use of e- cigarette products in recent years.

A February 2019 publication by the Harvard Medical School stated advocates of vaping have promoted it as a way to help cigarette smokers to quit. The article indicated that although giving up nicotine products altogether might be the ultimate goal, there may be health benefits to a smoker who becomes a long-term vaper instead, though this remains unproven.

While the FDA has stated e-cigarettes are unhealthy, they have recommended smokers who have chosen to vape not return to cigarette smoking, but rather should seek FDA approved smoking cessation medications.

Usage by high school students of e-cigarettes increased 78% between 2017- 2018 with 1 in 5 high school students currently using and 1 in 20 middle school students currently using the products.5 The devices were available in the U.S. marketplace in the mid-2000s6 and by 2014, the products were the most commonly used tobacco product among middle school and high school students. The Centers for Disease Control and Prevention also has reported a more than 800% increase in e-cigarette use among middle school and high school students between 2011 and 2015.

According to a 2021 FDA survey, more than 2 million U.S. youth currently use e-cigarettes (11.3% of high school students and 2.8% of middle school students).8 Among those youth, about 2 in 5 of them use e-cigarettes frequently while about 1 in 4 use e-cigarettes daily. These survey results show high rates of frequent and daily use which suggests many teens have a strong dependence on nicotine. Of those youth that indicated e-cigarette use in survey, nearly 85% of them used flavored e-cigarettes. 497

Regulation of Flavored Tobacco and Electronic Cigarettes

There are various laws that regulate tobacco retailers including Penal Code section 308, the Stop Tobacco Access to Kids Enforcement (STAKE) Act (Business and Professions Code sections 22950-22963) and the 2009 Tobacco Control Act (21 U.S.C.§ 387f(d).

On August 28, 2020, SB 793 was signed into law by Governor Newsom.

SB793 provides that a tobacco retailer, or any of the tobacco retailer’s agents or employees, shall not sell, offer for sale, or possess with the intent to sell or offer for sale, a flavored tobacco product or a tobacco product flavor enhancer. SB 793 exempts from this prohibition the sale of “Shisha tobacco product”, which is a tobacco product smoked or intended to be smoked in a hookah, by certain permitted/licensed retailers. Implementation of SB 793 has been halted due to the filing of a referendum with the California Secretary of State to repeal the new law. In the November 2022 state election, the voters of the State of California will decide whether to enact or repeal SB 793.

In addition to State and Federal laws, many cities and counties have, pursuant to their police power, adopted local laws regulating the sales of flavored tobacco and/or e-cigarettes. The County of San Mateo and the cities of Portola Valley, Half Moon Bay, San Carlos, South San Francisco, Burlingame, Menlo Park, East Palo Alto, San Mateo, Redwood City and Pacifica have all adopted ordinances prohibiting flavored tobacco. The City of Millbrae is considering an ordinance to ban flavored tobacco products.

Additionally, the County and the cities of East Palo Alto, Menlo Park, San Mateo, South San Francisco (21+years stores are allowed to sell) and Pacifica have adopted ordinances to prohibit the sale of e-cigarettes.

There have been some legal challenges to certain ordinances. JUUL initially challenged a ballot measure for the City and County of San Francisco relating to e-cigarettes and flavored tobacco (Measure C) and an ordinance adopted by the City of Livermore. Ultimately, JUUL withdrew its financial support opposing the regulations due to a change in new leadership at JUUL causing the company to review its policies. Additionally, various tobacco retailers have sued cities that have adopted ordinances regulating flavored tobacco, including the City of Palo Alto, based on various causes of action including alleged violations of the U.S. and California Constitutions. It does not appear that any litigation, to date, has been successful in overturning these 498
ordinances.

ANALYSIS

Pursuant to the direction of the Council, staff has prepared an ordinance to prohibit the sale of flavored tobacco products and electronic cigarettes within the City.

The proposed ordinance would add a new Chapter 8.11 to, among other things, prohibit sale of flavored tobacco products and electronic cigarettes as follows:
 No person or tobacco retailer shall sell, or offer for sale any flavored tobacco product within the geographic boundaries of Foster City.  No person or tobacco retailer shall sell, or offer for sale any electronic cigarettes to a person within the geographic boundaries of Foster City.

The proposed ordinance also contains a number of defined terms. For example, "Tobacco Retailer" would be defined as “any store, stand, booth, concession or other enterprise that engages in the sale of tobacco or tobacco products directly to the public from a retail location” and would include vending machines. Thus, the definition would apply to convenience stores, grocery stores, gas stations, etc., that sell flavored tobacco products or electronic cigarettes. The proposed ordinance also specifies that any violation would be deemed a public nuisance and provides various enforcement mechanisms to address violations, including the issuance of administrative citations and fines pursuant to Section 1.08.060 of the Municipal Code.

The proposed ordinance contains an exemption of the sale of flavored tobacco products which would exempt existing restaurants that have 50% of the outdoor seating area designated as smoking areas and sell hookah products for use with a hookah pipe as an approved use, as of the effective date of this ordinance. As mentioned above, SB 793 does contain an exemption for Shisha tobacco products and some jurisdictions have exempted hookah tobacco products due to the cultural significance that hookah plays in Middle Eastern and Indian communities.

The proposed ordinance, if adopted, would become effective 30 days after adoption. The Council may wish to provide a longer effective period of 6 months to 12 months to allow the City to educate tobacco retailers about the 499
new requirements and allow retailers time to sell their inventory of flavored tobacco products and electronic cigarettes.

FISCAL IMPACT

Adoption of this ordinance would likely result in increased staff time and costs for enforcement.

CEQA

The Ordinance is not a project within the meaning of Section 15378 of CEQA Guidelines because it has no potential for resulting in either a direct or a reasonably foreseeable indirect physical change in the environment, either directly or ultimately. In the event that this Ordinance is found to be a project under CEQA, it is subject to the CEQA exemption contained in CEQA Guidelines section 15061(b)(3) because it can be seen with certainty to have no possibility of having a significant effect on the environment.

CITY COUNCIL VISION, MISSION, AND VALUE/PRIORITY AREAS

This requested action is in alignment with the City Council’s Vision and Mission which “emphasizes public safety and proactively works toward strengthening relationships with the community.”

Attachments:
 Attachment 1 – Proposed Ordinance

1 U.S. Department of Health and Human Services. The Health Consequences of Smoking— 50 Years of Progress: A Report of the Surgeon General. Atlanta: U.S. Department of Health and Human Services, Centers for Disease Control and Prevention, National Center for Chronic Disease Prevention and Health Promotion, Office on Smoking and Health, 2014.
2Delnevo, CD, et al., “Banning Menthol Cigarettes: A Social Justice Issue Long Overdue,” Nicotine & Tobacco Research, 22(10): 1673-1675, 2020.
3https://www.lung.org/quit-smoking/e-cigarettes-vaping/whats-in-an-e-cigarette 4https://www.fda.gov/tobacco-products/products-ingredients-components/e-cigarettes-vapes-and-other-electronic- nicotine-delivery-systems-ends
5Cullen KA, Ambrose BK, Gentzke AS, Apelberg BJ, Jamal A, King BA. Notes from the Field: Use of Electronic Cigarettes and Any Tobacco Product Among Middle and High School Students – United States, 2011-2018. 6US Department of Health and Human Services. E-cigarette use among youth and young adults: a report of the Surgeon General. Atlanta, GA: US Department of Health and Human Services, CDC, National Center for Chronic Disease Prevention and Health Promotion, Office on Smoking and Health; 2016. 500
7Arrazola RA, Singh T, Corey CG, et al. Tobacco use among middle and high school students— United States, 2011–2014. MMWR Morb Mortal Wkly Rep 2015.
8FDA and Centers for Disease Control and Prevention (CDC) released findings from the 2021 National Youth Tobacco Survey (NYTS).
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ORDINANCE NO. _________
AN ORDINANCE OF THE CITY OF FOSTER CITY AMENDING TITLE 8, HEALTH AND SAFETY, OF THE FOSTER CITY MUNICIPAL CODE TO ADD A NEW CHAPTER 8.11,

REGULATION OF THE SALE OF FLAVORED TOBACCO PRODUCTS AND

ELECTRONIC CIGARETTES
WHEREAS, tobacco use remains the leading cause of preventable death in the United Sates, killing more than 480,000 people each year.1 It causes or contributes to many forms of cancer, as well as heart and respiratory diseases, among other heath disorders. Tobacco use remains a public health crisis of the first order, in terms of the human suffering and loss of life it causes, the financial costs it imposes on society and the burdens it places on our health care system; and
WHEREAS, according to the Federal Food and Drug Administration (“FDA”), nearly 80% of youth ages 12-17 and nearly 75% of young adults ages 18-25 who were currently tobacco users in 2014 reported that the first tobacco product they ever used was flavored;2 and
WHEREAS, according to Tobacco Free Kids, a non-profit organization that works to reduce youth access to tobacco and reduce tobacco related deaths:
Tobacco industry documents show that the tobacco companies have a long history of developing and marketing flavored tobacco products as “starter” products that attract kids.
Flavors improve the taste and reduce the harshness of tobacco products, making them more appealing and easier for beginners to try the product and ultimately become addicted.
Menthol cools and numbs the throat, reducing the harshness of cigarette smoke, thereby making menthol cigarettes more appealing to youth who are initiating tobacco use.
According to the Federal Food and Drug Administration’s (FDA) Tobacco Product Scientific Advisory Committee (TPSAC), menthol cigarettes increase the number of children who experiment with cigarettes and the number of children who become regular smokers, increasing overall youth smoking. Flavors can create the false impression that a tobacco product is less harmful than it really is; and
WHEREAS, Tobacco-Free Kids conducted a 2019 survey of middle and high school students and determined the following based on those survey results:
1 U.S. Department of Health and Human Services. The Health Consequences of Smoking—50 Years of Progress: A Report of the Surgeon General. Atlanta: U.S. Department of Health and Human Services, Centers for Disease Control and Prevention, National Center for Chronic Disease Prevention and Health Promotion, Office on Smoking and Health, 2014. 2 Villanti, A. C., Johnson, A. L., Ambrose, B. K., Cummings, K. M., Stanton, C. A., Rose, S. W., Hyland, A. (2017). Flavored Tobacco Product Use in Youth and Adults: Findings From the First Wave of the PATH Study (2013-2014). American Journal of Preventive Medicine.
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81% of youth who have ever used tobacco products initiated with a flavored product.
72.3% of youth tobacco users have used a flavored tobacco product in the month preceding the survey.
At least two-thirds of youth tobacco users report using tobacco products “because they come in flavors I like”; and
WHEREAS, the Tobacco and Education Research Oversight Committee for California, as well as the American Pharmacists Association, the California Pharmacists Association, and the California Medical Association have called for the adoption of state and local prohibitions of tobacco sales in drug stores and pharmacies; and WHEREAS, electronic smoking device such as vape, vape pen, etc. (or e- cigarettes), usage by youth has been rising. Usage by high school students increased 78% between 2017-2018 with 1 in 5 high school students currently using and 1 in 20 middle school students currently using the products.3 The devices were available in the U.S. marketplace in the mid-2000’s4 and by 2014, the products were the most commonly used tobacco product among middle school and high school students;5 and WHEREAS, the Centers for Disease Control and Prevention also has reported a more than 800% increase in e-cigarette use among middle school and high school students between 2011 and 2015; and
WHEREAS, according to a 2021 FDA survey, more than 2 million U.S. youth currently use e-cigarettes (11.3% of high school students and 2.8% of middle school students).6 Among those youth, about 2 in 5 of them use E-cigarettes frequently while about 1 in 4 use e-cigarettes daily. These survey results show high rates of frequent and daily use which suggests many teens have a strong dependence on nicotine. Of those youth that indicated e-cigarette use in survey, nearly 85% of them used flavored E-cigarettes; and
WHEREAS, in 2016, it was estimated that 20.5 million (4 in 5) middle and high school students in the U.S. were exposed to advertisements for e-cigarettes from at least one source. This was a significant increase compared to 2014 and 2015 data.

Furthermore, almost 17.7 million (7 in 10) youths were exposed to advertisements for e- cigarettes in retail stores in 2016, while about 2 in 5 had exposure on the Internet or on television, and almost 1 in 4 had exposure through magazines and newspapers. e- cigarette advertising has an association with e-cigarette use among youths. The 3 Cullen KA, Ambrose BK, Gentzke AS, Apelberg BJ, Jamal A, King BA. Notes from the Field: Use of Electronic Cigarettes and Any Tobacco Product Among Middle and High School Students – United States, 2011-2018. 4 US Department of Health and Human Services. E-cigarette use among youth and young adults: a report of the Surgeon General.

Atlanta, GA: US Department of Health and Human Services, CDC, National Center for Chronic Disease Prevention and Health Promotion, Office on Smoking and Health; 2016.
5 Arrazola RA, Singh T, Corey CG, et al. Tobacco use among middle and high school students—United States, 2011–2014. 6 FDA and Centers for Disease Control and Prevention (CDC) released findings from the 2021 National Youth Tobacco Survey (NYTS)
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advertising themes and strategies used are similar to traditional cigarette advertising tactics that have been found to appeal to youths;7 and
WHEREAS, a 2018 National Academy of Sciences, Engineering, and Medicine report found moderate evidence that e-cigarette use increases the frequency and intensity of smoking cigarettes in the future.8 According to a report by the Surgeon General, any use of e-cigarettes among young people is not safe even if the young people do not move on to future cigarette smoking;9 and WHEREAS, with the potential repeal of SB 793, a local prohibition against the sale of all electronic smoking devices and flavored tobacco is an effective means to reduce the availability of these products to youth, thereby protecting the public health and safety by discouraging tobacco initiation and continued use.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF FOSTER CITY DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. Recitals. The foregoing recitals are true and correct and incorporated herein as findings which are the basis for the amendment.

Section 2. Amendment. Title 8 (Health and Safety) of the Foster City Municipal Code is amended to add a new Chapter 8.11 entitled “Regulation of the Sale of Flavored Tobacco Products and Electronic Cigarettes,” which shall read as follows:

8.11.010 Definitions.

The following words and phrases, whenever used in this chapter, shall be construed as defined in this section:
"Characterizing flavor" means a distinguishable taste or aroma or both, other than the taste or aroma of tobacco, imparted by a tobacco product or any byproduct produced by the tobacco product. Characterizing flavors include, but are not limited to, tastes or aroma relating to any fruit, chocolate, vanilla, honey, candy, cocoa, dessert, alcoholic beverage, menthol, mint, wintergreen, herb, or spice. A tobacco product shall not be determined to have a characterizing flavor solely because of the use of additives or flavorings or the provision of ingredient information. Rather, it is the presence of a distinguishable taste or aroma, or both, as described in the first sentence of this definition that constitutes a characterizing flavor.
7 Marynak K, Gentzke A, Wang TW, Neff L, King BA. Exposure to Electronic Cigarette Advertising Among Middle and High School Students – United States, 2014-2016. MMWR Morb Mortal Wkly Rep 2018. 8 Moritz, T. (2019, March 18). Vaping: It’s All Smoke and Mirrors. 9 US Department of Health and Human Services. E-cigarette use among youth and young adults: a report of the Surgeon General.

Atlanta, GA: US Department of Health and Human Services, CDC, National Center for Chronic Disease Prevention and Health Promotion, Office on Smoking and Health; 2016.
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"Constituent" means any ingredient, substance, chemical, or compound, other than tobacco, water, or reconstituted tobacco sheet that is added by the manufacturer to a tobacco product during the processing, manufacture, or packing of the tobacco product.
"Distinguishable" means perceivable by either the sense of smell or taste. "Electronic Cigarette" has the meaning set forth in Section 30121 of the California Revenue and Taxation Code, as may be amended from time to time. "Flavored tobacco product" means any tobacco product that contains a constituent that imparts a characterizing flavor.
“Hookah pipe" shall mean a type of water pipe used to smoke flavored tobacco products, with a long flexible tube for drawing aerosol through water. "Hookah products" shall mean any component of a hookah pipe including, but not limited to, heads, stems, bowls, vases and hoses.
"Labeling" means written, printed, pictorial, or graphic matter upon any tobacco product or any of its packaging.
"Packaging" means a pack, box, carton, or container of any kind or, if no other container, any wrapping (including cellophane) in which a tobacco product is sold, or offered for sale, to a consumer.
"Person" means any individual, partnership, cooperative association, private corporation, or any other legal entity.

“Restaurants” means any coffee shop, cafeteria, short order cafe, luncheonette, tavern, cocktail lounge, sandwich stand, soda fountain, private and public school cafeteria or eating establishment, and any other eating establishment, organization, club (including veterans’ club), boardinghouse or guesthouse, the primary function of which is to give, sell or offer for sale food to the public, guests, patrons or employees.
"Sell", "Sale" or "to Sell" means any transaction where, for any consideration, ownership is transferred from one (1) Person or entity to another including, but not limited to any transfer of title or possession for consideration, exchange or barter, in any manner or by any means.
“Tobacco product” means a tobacco product as defined in Section 104495(a)(8) of the California Health and Safety Code, as that provision may be amended from time to time.
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"Tobacco Retailer" means any store, stand, booth, concession or other enterprise that engages in the sale of tobacco or tobacco products directly to the public from a retail location. “Tobacco Retailer” includes a person who operates vending machines from which tobacco products are sold.

8.11.020 Sale of Flavored Tobacco Products Prohibited.

A. Except as provided in Section 8.11.070, no person or tobacco retailer shall sell, or offer for sale any flavored tobacco product within the geographic boundaries of Foster City.

B. There shall be a rebuttable presumption that a tobacco product is a flavored tobacco product if a manufacturer or any of the manufacturer's agents or employees, in the course of their agency or employment, has made a statement or claim directed to consumers or to the public that the tobacco product has or produces a characterizing flavor including, but not limited to, text, color, and/or images on the product's labeling or packaging that are used to explicitly or implicitly communicate that the tobacco product has a characterizing flavor.

8.11.030 Sale of Electronic Cigarettes Prohibited.

Except as provided in Section 8.11.070, no person or tobacco retailer shall sell, or offer for sale any electronic cigarettes to a person within the geographic boundaries of Foster City.

8.11.040 Enforcement.

A. The remedies provided by this chapter are cumulative and in addition to any other remedies available at law or in equity.

B. Violations of this chapter are subject to administrative citations and fines as set forth in Section 1.08.060 of this Code.

C. Violations of this chapter may, in the discretion of the City Attorney or designee, be prosecuted as infractions or misdemeanors.

D. Causing, permitting, aiding, abetting, or concealing a violation of any provision of this chapter shall also constitute a violation of this chapter.

E. In addition to other remedies provided by this chapter or by other law, any violation of this chapter may be remedied by a civil action brought by the City Attorney or designee, including, for example, administrative or judicial nuisance abatement proceedings, civil or 506
criminal code enforcement proceedings, and suits for injunctive relief.

8.11.050 Public Nuisance.

Any violation of this chapter is hereby declared a public nuisance.

8.11.060 No Conflict with Federal or State Law.

Nothing in this chapter shall be interpreted or applied so as to create any requirement, power, or duty that is preempted by federal or state law.”

8.11.070 Exemptions.

The provisions of this chapter regulating the sale of tobacco flavored products and e-cigarettes shall not apply to existing restaurants that have 50% of the outdoor seating area designated as smoking areas and sell hookah products for use with a hookah pipe as an approved use, as of the effective date of this ordinance.

Section 3. Severability.

If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason held to be invalid, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council does hereby declare that it should have adopted the Ordinance and each section, subsection, sentence, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid or unconstitutional.

Section 4. Environmental Determination.

Section 5. Publication.

This Ordinance shall be published in accordance with the law.

Section 6. Effective Date.

This Ordinance shall take effect 30 days from the date of adoption. 507
Section 7. Posting.

Within fifteen (15) days after the adoption of this Ordinance, the City Clerk shall have it posted in three (3) public places designated by the City Council.

This Ordinance was introduced and read on the 15 th day of August, and passed and adopted on the _____ day of _____ 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

RICHA AWASTHI, MAYOR
ATTEST:

PRISCILLA SCHAUS, CITY CLERK
508

DATE: August 15, 2022

TO: Mayor and Members of the City Council

VIA: Stefan Chatwin, City Manager

FROM: Louis Sun, Public Works Director
Paul Nagengast, Project Advisor, Regional Government
Services

SUBJECT: CONTRACT CHANGE ORDER NO. TWENTY-SIX (CCO #26) TO SHIMMICK CONSTRUCTION CO., IN THE AMOUNT OF
$2,809,766.91 TO ADD CONTROLLED DENSITY FILL AND

CONSTRUCT AMERICANS WITH DISABILITIES ACT

REVISIONS FOR THE LEVEE PROTECTION PLANNING AND
IMPROVEMENTS PROJECT (CIP 327-657)

RECOMMENDATION

It is recommended that the City Council adopt the attached resolution authorizing the Mayor to execute Contract Change Order No. Twenty-six (CCO #26) to Shimmick Construction Co., in the amount of $2,809,766.91 to add Controlled Density Fill (CDF) and construct Americans with Disability Act (ADA) revisions for the Levee Protection Planning and Improvements Project (CIP 327-657).

Funding is available in approved construction contingencies in the amount of $9M from the budget established for the Levee Protection Planning and Improvements Project (CIP 327-657).

509

EXECUTIVE SUMMARY

During the review for the submittal for Lightweight Cellular Concrete (LCC) it was disclosed that the final cure density for the LCC would be insufficient to keep the sheet piles from moving during wave and/or flood action from the Bay. LCC was specified as fill material between the sheet pile flood wall and Allen block retaining wall constructed between the San Mateo bridge and Baywinds Park. The design team determined a more substantial fill material was necessary to support the sheet piles and still allow the use of LCC material as fill without altering the structural integrity of any wall. A CDF was determined the best feasible alternative to pump material in those inaccessible locations to support the sheet piles but not threaten the structural integrity of either wall. The Contractor submitted a sum of $692,286.47 for the extra work to supply the CDF at these locations.

During the Contractor’s concrete operations for the various land and Bay side access points, and at various private property connections to the Project, the Contractor was advised there would be additional ADA accessibility guidelines required at different access points and accessible routes of travel not shown on the plans and specifications. The Contractor has submitted a sum of $2,117,480.44 for the extra labor, materials and equipment to meet the additional ADA guidelines.

Together, the total amount for Contract Change Order No. Twenty-six (CCO #26) is $2,809,766.91.

BACKGROUND

CCO #26 is broken down into two (2) different extra work items for the Contractor to provide a Controlled Density Fill along portions of the Project and constructing ADA revisions at Project locations not identified in the plans and specifications for the Project awarded to Shimmick Construction, Co., on July 20, 2020.

Controlled Density Fill

Along various portions of the Project, there are unique design features and/or construction methods to be implemented to address various concerns related to the construction of the Project. The differing work zones within the 6.5- mile-long Project can have very narrow work areas, be immediately adjacent to private properties and homeowners, and/or near environmentally sensitive 510
habitat areas that may require a specific design feature or construction method to be implemented.

The portion of the Project between the San Mateo bridge and Baywinds Park is a narrow-limited access work area with sheet pile walls on the Bay side and Allen block walls on the land side to keep backfill material for the trail in- between the two walls. In addition, the backfill material is designed to support the sheet piles against forces from the Bay due to wave action and wind.

The Project design included the use of LCC as fill material to be pumped into these limited access locations and remain lightweight to prevent exerting lateral pressure onto the walls and compromising structural integrity of the walls.

During the review of the Contractor’s submittals for LCC, it was determined that the cast density information provided by the vendor for use in design did not account for the drop in weight of LCC after curing is complete. The term cast density was used to describe the weight of the LCC material at the point of placement but, during design, the vendor did not relay that the term cast density was not the in place, final, dry density. The weight of the LCC is relevant to ensure the structural integrity of the block retaining walls and the sheet pile floodwalls.

One alternative to changing the backfill detail would be to increase the weight of the LCC, resulting in significantly increasing the material costs of the concrete. But a design consequence to the increased weight of LCC material would add lateral pressures to the walls and potentially compromise the structural integrity of the walls.

However, an alternative backfill detail to allow for the original LCC material classes to be utilized during construction was considered. This backfill detail required heavier material to be placed within 8 feet of the sheet pile wall. The solution implemented was to use a flowable and pumpable CDF to ensure there was adequate weight behind the sheet pile wall section, while not placing undue lateral pressure on the block retaining walls. The CDF was selected to avoid high costs to add cement to LCC classes of concrete or manual efforts for other fill options and avoid a potential project time extension.

511
Americans with Disabilities Act Revisions

In September 2020, the City received the Conditional Approval letter from the Bay Conservation and Development Commission (BCDC), which included comments to the project plans regarding pathway clear widths. In October of 2020, during meeting with various Homeowners Association’s (HOA) representatives regarding the interfaces with the Project Work, various requests for design revisions were being made by the HOA representatives.

City staff noted to the HOA representatives they would take these requests to determine construction feasibility. Correspondence and negotiations continued between the HOAs and City during the negotiation of the Right of Entry (ROE) Agreement process.

In late summer of 2021, the City’s ADA Certified Access Specialist (CASp) provided comments regarding the accessibility aspects of the entire length of the Project. In September of 2021, Shimmick submitted Request For Information raising concerns about the clear width required by ADA guidelines of some of the concrete paths on the Bay side of the floodwalls.

The City and it’s design team underwent an evaluation of accessibility for the various project access points along the entire 6.5 mile Project length.

Ultimately, it was decided the Project would address these City comments regarding accessibility project wide and to incorporate the changes requested by the HOAs during the ROE Agreement negotiations. These drawing revisions incorporated revised stairways, ramps, paths, and associated features to provide more ADA accessible access points and paths of travel throughout the Project.

It became necessary for the Contractor to utilize more labor-intensive practices to meet the various accessibility requirements while working within already constructed wall heights and proposed trail finished grades. The Project bid set had indicated accessible access points but was determined insufficient by the City’s CASp review. Most of the Project will be provided with the ADA guidelines and will be more accessible than previously bid.

ANALYSIS

The increased costs for the Contractor to provide the CDF to support the sheet pile wall and the requirement of additional ADA revisions to the Project plans and specifications are compensable as extra work.

512
Tanner Pacific, Inc., has reviewed and negotiated the costs to provide the CDF in the amount of $692,286.47 and the various ADA revisions in the amount of $2,117,480.44 and finds these costs reasonable for the work to be completed.

Staff recommends City Council approve CCO #26 in the amount of $2,809,766.91 for the extra work for CDF and ADA revisions along the Project length.

FISCAL IMPACT

With the execution of CCO #26, the total contract change orders costs to date are summarized below:

Construction Contingency $ 9,000,000.00 CCO Nos. 1-25 - $ 5,305,928.56 Contract Change Order #26 - $ 2,809,766.91 Total Remaining Const. Cont. after CCO #26 $ 884,304.53

Adequate funding has been provided as construction contingencies for this Project from the Project budget (CIP 327-657).

CITY COUNCIL MISSION/VISION AND VALUE/PRIORITY AREA

The Levee Improvements Project is in alignment to the City Council's adopted Vision and Mission statements, in that it seeks to create a sustainable environment through infrastructure improvements for current and future generations to come. This item is also directly related to the "Facilities and Infrastructure" Value/Priority Area. The key outcome is to make substantial progress toward an improved levee on time and budget to protect the community and critical infrastructure from storms and high tide.

Attachments:
 Attachment 1 - Resolution
 Attachment 2 - Contract Change Order No.26
 Attachment 3 - Contract Change Order No.26 Memo
513
RESOLUTION NO. __________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOSTER CITY AUTHORIZING THE MAYOR TO EXECUTE CONTRACT CHANGE ORDER NO.

TWENTY-SIX (CCO #26) TO SHIMMICK CONSTRUCTION CO., IN THE AMOUNT OF $2,809,766.91 TO ADD CONTROLLED DENSITY FILL AND CONSTRUCT

AMERICANS WITH DISABILITIES ACT REVISIONS FOR THE LEVEE PROTECTION PLANNING AND IMPROVEMENTS PROJECT (CIP 327-657)

CITY OF FOSTER CITY
WHEREAS, on July 20, 2020, the City Council adopted Resolution 2020-76 awarding a contract to Shimmick Construction Co., in the amount of $60,218,000 for the Levee Protection Planning and Improvements Project (CIP 327-657) (Project); and WHEREAS, on July 20, 2020, a construction contingency in the amount of $9,000,000 was provided for contract change orders during the construction of the Project with contract change orders greater than $250,000 to be approved by City Council; and
WHEREAS, Contract Change Order No. Twenty-six (CCO #26) in the amount of $2,809,766.91 requires City Council approval; and
WHEREAS, the Contractor was required to provide a controlled density fill in- between the sheet pile and block retaining walls along portions of the Project between San Mateo bridge and Baywinds Park to maintain the structural integrity of the walls; and WHEREAS, to meet Americans with Disabilities Act (ADA) Project requirements, additional labor-intensive work, reinforcing steel, concrete and elevation changes to various Project access points and adjacent private property locations were added to the Project; and
WHEREAS, funding is available in the construction contingency amount approved as part of the project budget for the Levee Protection Planning and Improvements Project (CIP 327-657).

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Foster City hereby authorizes:

The Mayor to execute CCO #26 to Shimmick Construction Co., in the amount of $2,809,766.91, to add Controlled Density Fill and construct ADA revisions for the Levee Protection Planning and Improvements Project (CIP 327-657); and 514
PASSED AND ADOPTED as a resolution of the City Council of the City of Foster City at the regular meeting held on the 15th day of August 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

RICHA AWASTHI, MAYOR
ATTEST:

YELENA CAPPELLO, DEPUTY CITY CLERK
515
P
age 1 of 3

CITY OF FOSTER CITY
CO
NTRACT CHANGE ORDER NO. TWENTY-SIX (26)
D
ATE: August 15, 2022 CHARGE ACCOUNT: 327-0910-657-4251 PR
OJECT NAME: FOSTER CITY LEVEE IMPROVEMENTS PROJECT (CIP 301-657) TO
: SHIMMICK CONSTRUCTION, Contractor. You are hereby directed to make the herein described changes from the plans and specifications or do the following described work not included in the plans and specifications of your agreement dated July 20, 2020. All new work herein shall be done in accordance with the applicable provisions of the plans and specifications, except as specifically modified by this contract change order.

C
HANGE REQUESTED BY: Shimmick Construction and the City of Foster City O
RIGINAL CONTRACT AMOUNT $ 60, 218,000.00 N
ET CHANGES BY PREVIOUSLY AUTHORIZED CHANGE ORDERS $ 5,305,928.56 CONT
RACT AMOUNT PRIOR TO CCO NO. 26 $ 65,523,928.56
CHA
NGES AUTHORIZED BY CCO NO. 26 $ 2,809,766.91
RE
VISED CONTRACT AMOUNT $ 68,333,695.47
D
escription of work to be done, estimate of quantities, and prices to be paid are listed below.

1. CO
R 059R5 is a result of Revision No. 4 to Drawing Sheets S-D02 and S-D03 as well as Revision 4.2 to Drawing Sheets S-D01 and S -D04 for structural backfill changes to retaining walls.

2. CORs 075R1 and 083R1 are the result of Revision No. 7 drawing package dated July 14, 2022, and Revision No. 14 drawing package dated July 14, 2022, for modifications to access points, paths, landscaping, and various other elements of Work.

C
ontractor is directed to:
• C
onstruct retaining walls per Revision No. 4 to Drawing Sheets S-D02 and S-D03 as well as Revision 4.2 to Drawing Sheets S-D01 and S-D04 (Attachment Nos. 1- 4).

Attachment 2
516

Page 2 of 3 ends

• Construct per the Revision No. 7 and No. 14 drawing packages (Attachment Nos. 5 and 6).

1. Financial Changes Authorized by Contract Change Order:

BID ITEM No. DESCRIPTION TOTAL COST CALENDAR
DAYS
COR 59R5 RW Backfill Changes per Revision
No. 4 and 4.2 $692,286.47 0
COR
75R1/COR82R1
ADA Changes/HOA Conform
Changes $2,117,480.44 0
Total Amount Authorized by
Change Order $2,809,766.91 0

2. Time Changes Authorized by Contract Change Order: None

NET AMOUNT OF CHANGES

REVISED CONTRACT AMOUNT
$2,809,766.91

$68,333,695.47
Contract completion date remains unchanged by this CCO. This Change Order addresses only direct cost impacts. Shimmick reserves all of its rights, contractual or otherwise, to evaluate, request and pursue extensions of time, as well as compensation for all time -related indirect costs and impacts (including, but not limited to, extended overhead and inefficiency costs), arising from the need to perform its work in accordance with requirements imposed by this Change Order.

We, the undersigned contractor, have given careful consideration to the work proposed and hereby agree, if this proposal is approved, to provide all equipment, furnish all materials except as may otherwise be noted above, and to perform all services necessary for the work above specified and to accept as full payment therefore the prices shown above.

SUBMITTED BY: ___________________________________________

JONATHAN TRISTAO DATE

CONSTRUCTION MANAGER, TANNER PACIFIC

ACCEPTED BY: ___________________________________________

DREW WEICHERT DATE

PROJECT SPONSOR, SHIMMICK CONSTRUCTION

APPROVAL RECOMMENDED: ___________________________________________

PAUL NAGENGAST DATE

LEVEE PROJECT MANAGER, RGSA

APPROVAL RECOMMENDED: ___________________________________________

FRANCINE MAGNO DATE

SENIOR ENGINEER, FOSTER CITY
517

Page 3 of 3 ends

APPROVAL RECOMMENDED: ___________________________________________

LOUIS SUN DATE

PUBLIC WORKS DIRECTOR, FOSTER CITY

APPROVED: ___________________________________________

RICHA AWASTHI DATE

MAYOR, FOSTER CITY
ATTEST:

BY: ________________________________________

YELENA CAPPELLO, DEPUTY CITY CLERK

APPROVED AS TO FORM:

BY: ________________________________________

BENJAMIN STOCK, CITY ATTORNEY

Attachments: 01 : Revision 4.2 to Drawing Sheet S-D01 02: Revision 4 to Drawing Sheet S-D02
03: Revision 4 to Drawing Sheet S-D03
04: Revision 4.2 to Drawing Sheet S-D04
05: Revision 7 Drawing Package dated 07/14/2022
06: Revision 14 Drawing Package dated 07/14/2022
518
DATE:

SCALE:

DRAWN BY:

CHECKED BY:

REVISIONS

SHEET OF
SHEET
CIP PROJ. NUNMBER
PROJECT NUMBER:

CITY OF FOSTER CITY
610 FOSTER CITY BOULEVARD, FOSTER CITY, CA 94404
PHONE (650) 286-3270 FAX (650) 345-4626
SURVEYED BY:

PUBLIC WORKS DEPARTMENT

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657FOST.12.16
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING

SCALES OTHERWISE, ADJUST THE

SCALE ACCORDINGLY
ΡΒ≅Κ∆ Υ∆ΘΗΕΗΒ≅ΣΗΝΜ

STRUCTURAL ENGINEERS
408-296-5515
San Jose, California 95126
865 The Alameda
C51739No.

C
Exp.

P
T H
A
N
NO T
A
O
R
NO
Y
6/30/22
E
E
R
N
G
NE

ANOSSF EORP
ERED
T
S
G
E
R
STATE

OF C A FORN
A

WILSEY-HAM
NOTE:

THE CONTRACTOR SHALL VERIFY ALL

CONTROLLING FIELD DIMENSIONS BEFORE
ORDERING OR FABRICATING ANY MATERIAL.

ΡΣΘΤΒΣΤΘ≅Κ Χ∆Σ≅ΗΚΡ , Θ∆Σ≅ΗΜΗΜΦ ς≅ΚΚ Χ∆Σ≅ΗΚΡ Μν− 0
(2015272S-D01) 2015272
Ρ,Χ/0
CIP 301-657
4/24/2020

AS SHOWN
SMH
DSR
DBD
1 DSR 7/31/20 CONFORMED SET
4 DSR 4/16/21 CELLULAR CONCRETE FILL LIMITS CLARIFICATIONS

4.1 DSR 1/28/22 CELLULAR CONCRETE FILL LIMITS CLARIFICATIONS REV 1

4.2 DSR 2/8/22 CELLULAR CONCRETE FILL LIMITS CLARIFICATIONS REV 2 1'-0"
Min

ALLAN BLOCK

CAPSTONE,

ALLAN BLOCK
UNIT, Typ
FG
4" Dia PERFORATED PIPE,
SEE "CIVIL PLANS"

GEOGRID,
FG
6"
4"
Max
1'-8"@ 1'-4" Max
8"

GEOGRID
SPACING Max
2 Min
1 Typ OG
3%%D

RETAINING WALL
TYPE AB1
-2%%%
SEE NOTE 7
RW LOL

SHEET PILE WALL,
H1
RETAINING WALL TYPE AB1 TYPICAL SECTION
3/4" = 1'-0"
L1
12'-0" Max
1 CONTROL LINE
PAVEMENT AND CLASS 2 AGGREGATE BASE,
Max Ht = 1'-1", SEE "CIVIL PLANS"
SEE NOTE 2
SEE 3
SD05

GUARDRAIL
SEE NOTE 3
SEE NOTE 4
1'-0"
1'-0"
CALTRANS CLASS 2

PERMEABLE MATERIAL
CALTRANS CLASS 2 PERMEABLE

MATERIAL WRAPPED IN FILTER
FABRIC, OVERLAP AT ENDS 2'-0" Min
1'-0" Min (LEVEL FOREGROUND)
2'-0" Min (SLOPING FOREGROUND)

PIPE, SEE
"CIVIL PLANS"

PERFORATED
4" Dia
SEE NOTE 10

GEOTEXTILE FABRIC

PLACE AT BACK OF ALLAN

BLOCK UNITS BETWEEN

GEOGRID LAYERS WITH
1'-6"
1'-6"
6"

LIGHTWEIGHT CELLULAR
C0NCRETE INFILL, TYP
CLASS 2 AGGREGATE

BASE LEVELING PAD
SEE "AB1 FILL LIMITS DETAIL" 1
SD01
4 SEE
1 SD01
RETAINING WALL TYPE AB1 DATA
L1H1 (ft, Max) GEOGRID TYPE
9'-6"12 1
8'-6"10 1
7'-0"8 1
6'-0"6 1
5'-6"4 1
NOTES:

Structural typical section shown viewed along Control Line1. looking up station.

Refer to "SPG" sheets for retaining wall layout, configuration,5. finish grade elevations at control lines, and grading.

Refer to "TCX" sheets for civil typical cross sections,7. including paving and subgrade, soil reinforcement, and
trail grading details.

For sheet pile wall details, see "STRUCTURAL DETAILS-4.

SHEET PILE DETAILS" sheets.

6. Refer to "RW" sheets for top of wall elevations and existing grade elevations at RW LOL.

8. See "Civil Plans" for Right-of-Way, utility, drainage, roadway, and layout information not noted.

Bond Allan Block capstones to Allan Block units with2.
epoxy adhesive.

Bottom Allan Block unit must be constructed directly on3.

Well-Graded Granular Wall Rock.

9. Bar reinforcing steel must be epoxy coated.

10. Shore/underpin adjacent structures that could be damaged by excavating work. Excavation and shoring is solely the the Contractor's responsibility.

11. Class of cellular concrete fill must match class of cellular concrete fill specified for sheet pile wall at same
Control Line station.

TOP GEOGRID L1
9'-6"
9'-0"
8'-0"
7'-6"
7'-0"
4 4

CONTROL LINE

BOTTOM ALLAN BLOCK UNIT
8'-0"
1 SD01
AB1 FILL LIMITS DETAIL

NOT TO SCALE

4.2 SEE
1 PAVEMENT AND CLASS
2 AGGREGATE BASE

CLASS I CELLULAR

CONCRETE FILL

CELLULAR CONCRETE FILL,
SEE NOTE 11
LEGEND:SHEET PILE,

AS OCCURS

OG ELEVATION AT

LAND SIDE FACE OF

SHEET PILE WALL
NOTE 12
CONTROLLED DENSITY FILL (115 PCF) OR

CELLULAR CONCRETE FILL WITH FINAL
CURED DENSITY = 115 PCF
1'-6"
Typ
SEE
NOTE 13

4.1 12. 1 typical, reduce to 1/2 min as required to minimize the height of the wedge of controlled density fill or the cellular concrete fill (115 pcf).

4.2 13. 1'-6" typical, reduce to 9" min as required to minimize the height of the wedge of controlled density fill or the cellular concrete fill (115 pcf).

4.1 ATTACHMENT 1
519

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
5%#.'8'4+(+%#6+10
5647%674#.&'6#+.5Ä4'6#+0+0)9#..&'6#+.50Q
5Ä&
ATTACHMENT 2
520
DATE:

SCALE:

DRAWN BY:

CHECKED BY:

REVISIONS

SHEET OF
SHEET
CIP PROJ. NUNMBER
PROJECT NUMBER:

CITY OF FOSTER CITY
610 FOSTER CITY BOULEVARD, FOSTER CITY, CA 94404
PHONE (650) 286-3270 FAX (650) 345-4626
SURVEYED BY:

PUBLIC WORKS DEPARTMENT

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657FOST.12.16
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING

SCALES OTHERWISE, ADJUST THE

SCALE ACCORDINGLY
ΡΒ≅Κ∆ Υ∆ΘΗΕΗΒ≅ΣΗΝΜ

STRUCTURAL ENGINEERS
408-296-5515
San Jose, California 95126
865 The Alameda
C51739No.

C
Exp.

P
T H
A
N
NO T
A
O
R
NO
Y
6/30/22
E
E
R
N
G
NE

ANOSSF EORP
ERED
T
S
G
E
R
STATE

OF C A FORN
A

WILSEY-HAM
NOTE:

THE CONTRACTOR SHALL VERIFY ALL

CONTROLLING FIELD DIMENSIONS BEFORE
ORDERING OR FABRICATING ANY MATERIAL.

ΡΣΘΤΒΣΤΘ≅Κ Χ∆Σ≅ΗΚΡ , Θ∆Σ≅ΗΜΗΜΦ ς≅ΚΚ Χ∆Σ≅ΗΚΡ Μν− 2
(2015272S-D03) 2015272
Ρ,Χ/2
CIP 301-657
4/24/2020

AS SHOWN
AR
DSR
DBD
1 DSR 7/31/20 CONFORMED SET
4 DSR 4/16/21 CELLULAR CONCRETE FILL LIMITS CLARIFICATIONS For Retaining Wall Type AB2, see "STRUCTURAL DETAILS-
RETAINING WALL DETAILS No. 2" sheet.

RETAINING WALL TYPE AB3 DATA
L3H3 (ft, Max) GEOGRID TYPE
8'-6" 1
7'-0" 1
6'-0" 1
5'-6" 1
H1 (ft, Max)
12 6'-0" 1
5'-6" 1
7'-0" 1
6'-0" 1
5'-6" 1
5'-6" 1
10 8
6 4
4 6
4 6
8 4
6 8
10 ALLAN BLOCK
UNIT, Typ
FG

GEOGRID,
FG
@ 1'-4" Max
8"

SPACING

GEOGRID
2 Min
1 Typ
OG
3%%D

RETAINING WALL
TYPE AB3
RW LOL
H1
RETAINING WALL TYPE AB3 TYPICAL SECTION
3/4" = 1'-0"
H3
1'-2" Min
1'-10" Max
1 Min
1 Typ
-2%%%
-2%%%

RETAINING WALL
TYPE AB1, SEE NOTE 7
VARIES 6'-0" Min
RW LOL
FG

CONCRETE SLAB

ON GRADE, SEE
CLASS 2 AGGREGATE

BASE ABOVE TOP

GEOGRID LAYER
SEE
NOTE 4, Typ

RETAINING WALL
TYPE AB2, SEE NOTE 8
-2%%%
-2%%%
L3, Typ
12'-0" Max
FG
SEE NOTE 10
SEE
NOTE 5, Typ

CONTROL LINE
RW LOL

CLASS I CELLULAR

CONCRETE FILL
PAVEMENT AND CLASS 2 AGGREGATE BASE,
Max Ht = 1'-1", SEE "CIVIL PLANS"
6%%129"
8'-0" Max
CLASS 2 AGGREGATE

BASE ABOVE TOP

GEOGRID LAYER
SEE NOTE 11

GUARDRAIL

GUARDRAIL,
SEE
SEE NOTE 11

SHEET PILE WALL,
3 SD05
SEE NOTE 7
1 SD02

GUARDRAIL
6"
1'-0"CALTRANS CLASS 2

PERMEABLE MATERIAL
1'-0"
Min
4" Dia PERFORATED PIPE,
SEE "CIVIL PLANS"
6"
CALTRANS CLASS 2 PERMEABLE

MATERIAL WRAPPED IN FILTER
FABRIC, OVERLAP AT ENDS 2'-0" Min
SEE NOTE 3
1'-0" Min (LEVEL FOREGROUND)
2'-0" Min (SLOPING FOREGROUND)
SEE "CIVIL PLANS"
4" Dia PERFORATED PIPE,
1'-0"

GEOTEXTILE FABRIC

PLACE AT BACK OF ALLAN

BLOCK UNITS BETWEEN

GEOGRID LAYERS WITH
1'-6"
1'-6"
SEE NOTE 14

LIGHTWEIGHT CELLULAR

CONCRETE INFILL, TYP
6"
CLASS 2 AGGREGATE

BASE LEVELING PAD
1 SD01

FOR FILL TYPE

LIMITS BEHIND

RETAINING WALL
TYPE AB1, SEE
4 NOTES:

Structural typical section shown viewed along Control Line1. looking up station.

Refer to "SPG" sheets for retaining wall layout, configuration,

8. finish grade elevations at control lines, and grading.

10. For Retaining Wall Type AB1, see "STRUCTURAL DETAILS-7.

RETAINING WALL DETAILS No. 1" sheet.

Where adjacent wall prevents installing Geogrid full length,5. trim Geogrid to provide 6" Clr.

Bottom Allan Block unit of upper wall must be constructed4. directly on cellular concrete fill or 6" Max height concrete leveling pad.

For sheet pile wall details, see "STRUCTURAL DETAILS-6.

SHEET PILE DETAILS" sheets.

9. Refer to "RW" sheets for top of wall elevations and existing grade elevations at RW LOL.

Bond Allan Block capstones to Allan Block units with2.
epoxy adhesive.

Bottom Allan Block unit must be constructed directly on3.

Well-Graded Granular Wall Rock.

Refer to "TCX" sheets for civil typical cross sections, including paving and subgrade, soil reinforcement,
and trail grading details.

11. See "Civil Plans" for Right-of-Way, utility, drainage, roadway, and layout information not noted.

13. All bar reinforcing steel must be epoxy coated.

12. 14. Shore/underpin adjacent structures that could be damaged by excavating work. Excavation and shoring is solely the the Contractor's responsibility.
4 4
ATTACHMENT 3
521
DATE:

SCALE:

DRAWN BY:

CHECKED BY:

REVISIONS

SHEET OF
SHEET
CIP PROJ. NUNMBER
PROJECT NUMBER:

CITY OF FOSTER CITY
610 FOSTER CITY BOULEVARD, FOSTER CITY, CA 94404
PHONE (650) 286-3270 FAX (650) 345-4626
SURVEYED BY:

PUBLIC WORKS DEPARTMENT

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657FOST.12.16
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING

SCALES OTHERWISE, ADJUST THE

SCALE ACCORDINGLY
ΡΒ≅Κ∆ Υ∆ΘΗΕΗΒ≅ΣΗΝΜ

STRUCTURAL ENGINEERS
408-296-5515
San Jose, California 95126
865 The Alameda
C51739No.

C
Exp.

P
T H
A
N
NO T
A
O
R
NO
Y
6/30/22
E
E
R
N
G
NE

ANOSSF EORP
ERED
T
S
G
E
R
STATE

OF C A FORN
A

WILSEY-HAM
NOTE:

THE CONTRACTOR SHALL VERIFY ALL

CONTROLLING FIELD DIMENSIONS BEFORE
ORDERING OR FABRICATING ANY MATERIAL.

ΡΣΘΤΒΣΤΘ≅Κ Χ∆Σ≅ΗΚΡ , Θ∆Σ≅ΗΜΗΜΦ ς≅ΚΚ Χ∆Σ≅ΗΚΡ Μν− 3
(2015272S-D04) 2015272
Ρ,Χ/3
CIP 301-657
4/24/2020

AS SHOWN
SMH
DSR
DBD
1 DSR 7/31/20 CONFORMED SET
4 DSR 4/16/21 CELLULAR CONCRETE FILL LIMITS CLARIFICATIONS

4.1 DSR 1/28/22 CELLULAR CONCRETE FILL LIMITS CLARIFICATIONS REV 1

4.2 DSR 2/8/22 CELLULAR CONCRETE FILL LIMITS CLARIFICATIONS REV 2 FG
RW LOL

CAPSTONE

ALLAN BLOCK

ALLAN BLOCK
UNIT, Typ
OG/FGL4, Typ
3%%D
1 SPACING
GEOGRID, Typ
@ 1'-4" Max
8"

GEOGRID
2 Min
1 2 Min
1'-0" Max
2'-0"
Typ
SEE NOTE 8
1'-0"
Typ
2'-0" Min
3'-0" Max
2'-0"
H4
12'-0" Max
H1

EARTHEN FILL
Max Ht = 1'-1",

RETAINING WALL
TYPE AB4

GUARDRAIL
1 SEE
RETAINING WALL TYPE AB4 TYPICAL SECTION
3/4" = 1'-0"
PAVEMENT AND CLASS 2 AGGREGATE BASE,
+2%%%
SEE "CIVIL PLANS"
SEE 3
SD05
1'-0"
4" Dia PERFORATED PIPE,
TYP

SLOPE GEOGRID,
SEE NOTE 5

TOP ALLAN BLOCK GEOGRID,
SEE NOTE 2
1'-0" Min (LEVEL FOREGROUND)
2'-0" Min (SLOPING FOREGROUND)
1'-0"
Min
SEE "CIVIL PLANS"
6"CALTRANS CLASS 2 PERMEABLE
FABRIC, OVERLAP AT ENDS 2'-0" Min

MATERIAL WRAPPED IN FILTER
SEE NOTE 3
6"
6"

SLOPE HEIGHT
SEE NOTE 5

GEOTEXTILE FABRIC

PLACE AT BACK OF ALLAN

BLOCK UNITS BETWEEN

LIGHTWEIGHT CELLULAR

CONCRETE INFILL, TYP
1'-6"
1'-6"

GEOGRID LAYERS WITH
CLASS 2 AGGREGATE

BASE LEVELING PAD
6"
4 1
SD04
SEE "AB4 FILL
LIMITS DETAIL"
1 SD04
NOTES:

Refer to "SPG" sheets for retaining wall layout, configuration,6. finish grade elevations at control lines, and grading.

Refer to "TCX" sheets for civil typical cross sections,8. including paving and subgrade, soil reinforcement,
and trail grading details.

RETAINING WALL TYPE AB4 DATA
L4H4 (ft, Max) GEOGRID TYPE,
10'-6" 1
8'-6" 1
7'-0" 1
9'-0" 1
H1 (ft, Max)
12 7'-6" 1
7'-6" 1
8'-6" 1
7'-0" 1
6'-6" 1
6'-6" 1
10 8
6 4
4 6
4 6
8 4
6 8
10 Structural typical section shown viewed along Control Line1. looking up station.

7. Refer to "RW" sheets for top of wall elevations and existing grade elevations at RW LOL.

See "Civil Plans" for Right-of-Way, utility, drainage,
roadway, and layout information not noted.

Bond Allan Block capstones to Allan Block units with3.
epoxy adhesive.

Bottom Allan Block unit must be constructed directly on4.

Well-Graded Granular Wall Rock.

10. All bar reinforcing steel must be epoxy coated.

9. UON, SEE
NOTE 2
Install Type 1 Geogrid @ 2'-0" Max spacing within slope for5. slope height 6'-0" and greater.

Top Allan Block Geogrid layer must be Type 2 Geogrid.2.

11. Shore/underpin adjacent structures that could be damaged by excavating work. Excavation and shoring is solely the the Contractor's responsibility.

12. Class of cellular concrete fill may be class , , or .

Where sheet pile or concrete flood wall is located at same Control Line station, the class of cellular concrete fill must match class of cellular concrete fill specified for sheet pilewall at same Control Line station. 4 4
4 BOTTOM ALLAN BLOCK UNIT
1 SD04
AB4 FILL LIMITS DETAIL

NOT TO SCALE

4.1 PAVEMENT AND CLASS
2 AGGREGATE BASE

CLASS I CELLULAR

CONCRETE FILL

CELLULAR CONCRETE FILL,
SEE NOTE 12
LEGEND:

CONTROL LINE
8'-0"

EARTHEN FILL

SHEET PILE,

AS OCCURS

OG ELEVATION AT

LAND SIDE FACE OF
SHEET PILE WALL CONTROLLED DENSITY FILL (115 PCF) OR

CELLULAR CONCRETE FILL WITH FINAL
CURED DENSITY = 115 PCF

4.2 SEE
1 NOTE 13
SEE
NOTE 14
1'-6"
Typ

13. 13. 1 typical, reduce to 1/2 min as required to minimize the height of the wedge of controlled density fill or the cellular concrete fill (115 pcf).

4.1 4.2

14. 1'-6" typical, reduce to 9" min as required to minimize the height of the wedge of controlled density fill or the cellular concrete fill (115 pcf).

ATTACHMENT 4
522
MATCH LINE 226+00SEE NEXT SHEET
MATCH LINE 216+00

SEE PREVIOUS SHEET
APN 097-080-030
EMID
APN 097-090-901

PRIVATE

BELMONT SLOUGH

WHEEL HOUSE LANE
CONTROL LINE 1
STA 217+00.80 CONTROL LINE 1
STA 0+00 CONTROL LINE A-24

BEACH PARK BOULEVARD
215+00 216+00
217+00
218+00
219+00
220+00
221+00
222+00
223+00
224+00
225+00
226+00PC: 216+42.94
PCC: 217+58.75
PRC: 218+08.55
PCC: 219+17.74
PRC: 219+56.82
PT: 220+58.31
PC: 221+77.45
PT: 222+51.36
PC: 223+71.70
PCC: 224+57.93
PRC: 226+33.18
0+00
0+80
0+00
0+370+00
0+35
L55
C82
C83
C84
C85
C86
L56
C87
L57
C88
C89
C90
L308
L309L310L311
L312
L774L775 L776L777
L778
L779
L780
0+00
0+82
L528
L529
L530
STA 222+13.20 CONTROL LINE 1
STA 0+00 CONTROL LINE A-25
CONTROL LINE A-25
LINE TABLE: CONTROL LINE 1
LINE #
L56
L57
LENGTH
119.13
120.34

BEARING
S57° 45' 32.14"W
S10° 32' 28.99"E

START POINT
N2026794.52, E6053250.01
N2026667.19, E6053121.36

END POINT
N2026730.97, E6053149.24
N2026548.87, E6053143.38
CURVE TABLE: CONTROL LINE 1
CURVE #
C82
C83
C84
C85
C86
C87
C88
C89
RADIUS
900.00
300.00
1000.00
600.00
260.00

62.00 300.00
1500.00
LENGTH
115.81

49.80 109.19

39.08 101.50

73.91 86.23
175.25
DELTA
7°22'22.64"
9°30'39.99"
6°15'21.34"
3°43'54.96"
22°21'59.16"
68°18'01.14"
16°28'08.31"
6°41'38.74"

START POINT
N2027111.43, E6053514.32
N2027013.48, E6053452.68
N2026975.73, E6053420.29
N2026894.95, E6053346.91
N2026863.85, E6053323.25
N2026730.97, E6053149.24
N2026548.87, E6053143.38
N2026463.01, E6053146.84

END POINT
N2027013.48, E6053452.68
N2026975.73, E6053420.29
N2026894.95, E6053346.91
N2026863.85, E6053323.25
N2026794.52, E6053250.01
N2026667.19, E6053121.36
N2026463.01, E6053146.84
N2026290.15, E6053118.61
LINE TABLE: CONTROL LINE A-24
LINE #
L308
L309
L310
L311
L312
LENGTH

21.56 10.71

11.88 11.31

24.68 BEARING
N57° 49' 11.39"W
N31° 53' 19.95"E
N7° 29' 10.11"E
N21° 33' 08.02"E
N6° 23' 50.19"E

START POINT
N2027061.50, E6053485.10
N2027072.98, E6053466.85
N2027082.07, E6053472.50
N2027093.86, E6053474.05
N2027104.37, E6053478.20

END POINT
N2027072.98, E6053466.85
N2027082.07, E6053472.50
N2027093.86, E6053474.05
N2027104.37, E6053478.20
N2027128.90, E6053480.95
APN 097-090-901
CONTROL LINE A-24
RETAINING WALL 34
217+00
0+00
0+80
0+00
0+37
0+00
0+35
RETAINING WALL 33
C82
L308
L309
L310L311
L312
L774 L775
L776
L777
L778
L779 L780
LINE TABLE: RETAINING WALL 33
LINE #
L774
L775
L776
L777
LENGTH

2.60 11.33

12.11 8.75

BEARING
S6° 23' 50.19"W
S21° 33' 08.02"W
S7° 29' 10.11"W
S31° 53' 19.95"W

START POINT
N2027106.34, E6053480.94
N2027103.76, E6053480.65
N2027093.22, E6053476.49
N2027081.21, E6053474.91

END POINT
N2027103.76, E6053480.65
N2027093.22, E6053476.49
N2027081.21, E6053474.91
N2027073.79, E6053470.29
LINE TABLE: RETAINING WALL 34
LINE #
L778
L779
L780
LENGTH

8.65 21.51

7.07 BEARING
S31° 53' 14.82"W
S33° 04' 39.85"W
S58° 05' 13.63"E

START POINT
N2027080.07, E6053467.13
N2027072.73, E6053462.56
N2027054.70, E6053450.82

END POINT
N2027072.73, E6053462.56
N2027054.70, E6053450.82
N2027050.97, E6053456.83
LINE TABLE: CONTROL LINE A-25
LINE #
L528
L529
L530
LENGTH

15.96 38.32

27.49 BEARING
N65° 17' 01.28"W
N57° 45' 35.22"W
N32° 14' 24.78"E

START POINT
N2026704.45, E6053126.00
N2026711.12, E6053111.50
N2026731.57, E6053079.09

END POINT
N2026711.12, E6053111.50
N2026731.57, E6053079.09
N2026754.82, E6053093.75
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 23
NOTES:

1. SEE SHEET PILE INSTALLATION AND GRADING PLANS (SPG) FOR PLAN AND PROFILE INFORMATION. SEE DEMOLITION PLAN AND UTILITY SHEETS (DU) FOR DEMOLITION INFORMATION. SEE WALL SHEETS (W) FOR FLOODWALL AND RETAINING WALL LAYOUT AND DETAILS. SEE CROSS SECTION SHEETS (CX) FOR LEVEE CROSS SECTIONS. SEE CIVIL SHEETS (C) FOR ACCESS POINT DETAILS. SEE PAVING AND STRIPING SHEETS (PS) FOR PAVING AND STRIPING DETAILS.

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).

SCALE: 1" = 20'

INSET A

SEE INSET A

THIS SHEET
1 ARO CONFORMED SET07/31/20
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] ATTACHMENT 5
523
MATCH LINE 236+00

SEE NEXT SHEET
MATCH LINE 226+00

SEE PREVIOUS SHEET
APN 097-130-901

PRIVATE
APN 097-080-030
EMID
APN 097-080-030
EMID

BELMONT SLOUGH
CONTROL LINE 1
CONTROL LINE A-27

DREDGE DISPOSAL SITE
(CITY OF FOSTER CITY)
226+00
227+00
228+00
228+50
PRC: 226+33.18
PCC: 227+17.86
PT: 228+44.87PI: 228+50.00EP: 228+50.00 230+25
231+00
232+00 233+00
234+00
235+00
236+00
BP: 230+24.99
PC: 230+35.63
PT: 230+74.20
PC: 232+75.00
PT: 234+11.74
0+00
1+00
1+13
STA 228+50 CONTROL LINE 1
STA 228+50 CONTROL LINE 1B
STA 230+26 CONTROL LINE 1B
STA 230+25 CONTROL LINE 1
CONTROL LINE 1
C89
C90
C91
L58
L65 C95 L66
C96
L67
L313
L314
228+50 229+00
230+00
230+26
BP: 228+50.00
PC: 228+52.66PT: 228+62.95 PC: 229+23.84PT: 229+38.97PC: 229+48.20PT: 229+51.71 PI: 229+64.59PI: 229+74.94PI: 229+81.47PI: 229+99.94PI: 230+00.82PI: 230+20.18 PI: 230+24.93
EP: 230+25.78
L59
C92
L60
C93 L61
C94 L62
L63L64L92
L93L94
L95L96
0+00
0+38
0+00
0+99
L234
L259
L267
L268 L269C410
L325
LINE TABLE: CONTROL LINE 1
LINE #
L58
L65
L66
L67
LENGTH

5.13 10.64
200.80
398.37

BEARING
S11° 54' 53.66"E
S11° 54' 53.66"E
S5° 46' 37.73"E
S12° 18' 21.94"E

START POINT
N2026080.15, E6053114.65
N2025903.91, E6053151.84
N2025855.41, E6053159.96
N2025520.66, E6053201.65

END POINT
N2026075.13, E6053115.71
N2025893.50, E6053154.03
N2025655.63, E6053180.17
N2025131.44, E6053286.56
CURVE TABLE: CONTROL LINE 1
CURVE #
C90
C91
C95
C96
RADIUS
580.00
450.00
360.00
1200.00
LENGTH

84.68 127.01

38.56 136.74
DELTA
8°21'54.59"
16°10'17.13"
6°08'15.93"
6°31'44.21"

START POINT
N2026290.15, E6053118.61
N2026206.46, E6053106.19
N2025893.50, E6053154.03
N2025655.63, E6053180.17

END POINT
N2026206.46, E6053106.19
N2026080.15, E6053114.65
N2025855.41, E6053159.96
N2025520.66, E6053201.65
LINE TABLE: CONTROL LINE A-27
LINE #
L313
L314
LENGTH

18.05 94.49

BEARING
S78° 05' 06.34"W
N88° 55' 50.43"W

START POINT
N2025971.04, E6053137.67
N2025967.32, E6053120.01

END POINT
N2025967.32, E6053120.01
N2025969.08, E6053025.54
LINE TABLE: CONTROL LINE 1B
LINE #
L59
L60
L61
L62
L63
L64
L92
L93
L94
L95
L96
LENGTH

2.66 60.89

9.23 12.88

10.35 6.53

18.47 0.89

19.36 4.75

4.75 BEARING
S11° 48' 59.18"E
S5° 55' 05.63"E
S14° 34' 57.66"E
S16° 35' 33.14"E
S20° 47' 22.52"E
S20° 47' 22.52"E
S18° 40' 22.11"E
S16° 27' 14.90"E
S14° 08' 00.88"E
S11° 54' 53.66"E
S11° 54' 53.66"E

START POINT
N2026075.14, E6053115.76
N2026062.37, E6053117.89
N2025986.94, E6053126.85
N2025974.63, E6053130.12
N2025962.28, E6053133.80
N2025952.60, E6053137.47
N2025946.50, E6053139.79
N2025929.01, E6053145.70
N2025928.15, E6053145.95
N2025909.38, E6053150.68
N2025909.38, E6053150.68

END POINT
N2026072.54, E6053116.30
N2026001.81, E6053124.17
N2025978.00, E6053129.18
N2025962.28, E6053133.80
N2025952.60, E6053137.47
N2025946.50, E6053139.79
N2025929.01, E6053145.70
N2025928.15, E6053145.95
N2025909.38, E6053150.68
N2025904.73, E6053151.66
N2025904.73, E6053151.66
CURVE TABLE: CONTROL LINE 1B
CURVE #
C92
C93
C94
RADIUS
100.00
100.00
100.00
LENGTH

10.29 15.12

3.51 DELTA
5°53'53.55"
8°39'52.04"
2°00'35.48"

START POINT
N2026072.54, E6053116.30
N2026001.81, E6053124.17
N2025978.00, E6053129.18

END POINT
N2026062.37, E6053117.89
N2025986.94, E6053126.85
N2025974.63, E6053130.12
STA 229+56.38 CONTROL LINE 1B
STA 0+06 CONTROL LINE A-27
STA 0+00 CONTROL LINE A-26B
228+50
PT: 228+44.87PI: 228+50.00EP: 228+50.00
230+25
BP: 230+24.99
PC: 230+35.63
0+00
CONTROL LINE 1B
L58
L65
L313
228+50
229+00
230+00
230+26
BP: 228+50.00
PC: 228+52.66PT: 228+62.95 PC: 229+23.84PT: 229+38.97PC: 229+48.20PT: 229+51.71 PI: 229+64.59
PI: 229+74.94PI: 229+81.47
PI: 229+99.94PI: 230+00.82
PI: 230+20.18
PI: 230+24.93
EP: 230+25.78
L59
C92
L60
C93 L61
C94
L62
L63
L64
L92
L93
L94 L95
L96
0+00
0+38
0+00
0+99
L234
L259
L267
L268
L269 C410
L325
STA 228+96.62 CONTROL LINE 1B
STA 0+00 CONTROL LINE A-26A

CONTROL
LINE A-26A

CONTROL
LINE A-26B
LINE TABLE: CONTROL LINE A-26A
LINE #
L234
L259
LENGTH

9.55 28.09

BEARING
N84° 04' 54.37"E
S4° 49' 54.96"E

START POINT
N2026028.89, E6053121.36
N2026029.88, E6053130.85

END POINT
N2026029.88, E6053130.85
N2026001.89, E6053133.22
LINE TABLE: CONTROL LINE A-26B
LINE #
L267
L268
L269
L325
LENGTH

8.78 39.26

12.81 2.49

BEARING
N73° 17' 36.56"E
S18° 45' 23.27"E
S13° 04' 42.05"E
N90° 00' 00.00"W

START POINT
N2025969.76, E6053131.57
N2025972.28, E6053139.98
N2025935.10, E6053152.60
N2025887.15, E6053158.05

END POINT
N2025972.28, E6053139.98
N2025935.10, E6053152.60
N2025922.63, E6053155.50
N2025887.15, E6053155.56
CURVE TABLE: CONTROL LINE A-26B
CURVE #
C410
RADIUS
122.61
LENGTH

35.70 DELTA
16°40'54.37"

START POINT
N2025922.63, E6053155.50

END POINT
N2025887.15, E6053158.05
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 24
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).

SCALE: 1" = 20'

INSET A

SEE INSET A

THIS SHEET
1 ARO CONFORMED SET07/31/20
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 15 15
524
MATCH LINE 272+00

SEE NEXT SHEET
MATCH LINE 262+00

SEE PREVIOUS SHEET

BELMONT SLOUGH

GATESHEAD
COURT
BAHAMA
LANE
CAYMAN
LANE
CONTROL LINE A-30

CONTROL
LINE A-29
CONTROL LINE 1
CONTROL LINE A-31
STA 262+57.87 CONTROL LINE 1
STA 0+00 CONTROL LINE A-29
STA 263+10.88 CONTROL LINE 1
STA 0+00 CONTROL LINE A-30
0+00
0+45
STA 268+04.44 CONTROL LINE 1
STA 0+00 CONTROL LINE A-31
0+00
0+71
262+00
263+00
264+00
265+00
266+00
267+00
268+00
269+00
270+00
271+00
272+00
273+00
PT: 262+46.74
PC: 264+79.91
PCC: 266+43.26 PCC: 267+52.72
PT: 269+74.34
PC: 270+88.27
PT: 271+54.61
PC: 272+33.29
PRC: 272+99.97
0+72
0+00
0+00
1+00
1+07
STA 269+76.06 CONTROL LINE 1
STA 0+00 CONTROL LINE A-32
CONTROL LINE A-32
0+34
0+00

RETAINING
WALL 35
L71
C110
C111
C112
L72
C113
L73
C114
L318
L319L320
L330
L331
L332
L333
L334
L335
L336 L337
L338
L339
L340
L341
L342
L781
L782
0+00
1+00
1+01
L321L322
C218
C219
L324
L323
APN 094-890-080
APN 094-890-060
APN 094-890-050
APN 097-080-140
LINE TABLE: CONTROL LINE 1
LINE #
L71
L72
L73
LENGTH
233.17
113.93

78.68 BEARING
S68° 47' 56.48"W
S34° 26' 08.82"W
S21° 45' 54.03"W

START POINT
N2024400.89, E6051945.10
N2024004.78, E6051357.68
N2023852.41, E6051262.07

END POINT
N2024316.57, E6051727.71
N2023910.82, E6051293.26
N2023779.34, E6051232.90
CURVE TABLE: CONTROL LINE 1
CURVE #
C110
C111
C112
C113
RADIUS
1100.00
350.00
1600.00
300.00
LENGTH
163.35
109.46
221.62

66.34 DELTA
8°30'29.75"
17°55'07.74"
7°56'10.17"
12°40'14.79"

START POINT
N2024316.57, E6051727.71
N2024246.43, E6051580.36
N2024178.32, E6051495.24
N2023910.82, E6051293.26

END POINT
N2024246.43, E6051580.36
N2024178.32, E6051495.24
N2024004.78, E6051357.68
N2023852.41, E6051262.07
LINE TABLE: CONTROL LINE A-29
LINE #
L318
L319
L320
LENGTH

18.00 33.54

19.98 BEARING
N21° 12' 03.52"W
N11° 18' 56.92"W
N78° 31' 35.87"E

START POINT
N2024396.87, E6051934.72
N2024413.65, E6051928.21
N2024446.54, E6051921.63

END POINT
N2024413.65, E6051928.21
N2024446.54, E6051921.63
N2024450.52, E6051941.22
LINE TABLE: CONTROL LINE A-30
LINE #
L321
L322
L323
L324
LENGTH

18.00 11.96

8.56 15.10

BEARING
N21° 12' 03.52"W
N61° 18' 39.29"W
N74° 46' 49.92"W
S65° 50' 32.87"W

START POINT
N2024377.70, E6051885.31
N2024394.48, E6051878.80
N2024405.98, E6051854.03
N2024405.76, E6051814.26

END POINT
N2024394.48, E6051878.80
N2024400.22, E6051868.30
N2024408.23, E6051845.77
N2024399.58, E6051800.48
LINE TABLE: CONTROL LINE A-31
LINE #
L330
LENGTH

44.91 BEARING
N49° 30' 11.28"W

START POINT
N2024139.55, E6051461.01

END POINT
N2024168.71, E6051426.86
CURVE TABLE: CONTROL LINE A-30
CURVE #
C218
C219
RADIUS

65.63 46.90
LENGTH

15.43 32.23
DELTA
13°28'10.63"
39°22'37.21"

START POINT
N2024400.22, E6051868.30
N2024408.23, E6051845.77

END POINT
N2024405.98, E6051854.03
N2024405.76, E6051814.26
LINE TABLE: CONTROL LINE A-32
LINE #
L331
L332
L333
L334
L335
L336
L337
L338
L339
L340
L341
LENGTH

18.00 6.52

1.98 11.22

13.03 21.88

14.54 2.65

9.43 1.18

6.58 BEARING
N55° 33' 51.18"W
S69° 28' 22.38"W
S65° 05' 35.63"W
S66° 37' 10.99"W
S65° 11' 35.45"W
S63° 12' 53.77"W
S60° 10' 53.06"W
S59° 11' 56.08"W
S60° 24' 23.32"W
S61° 27' 01.64"W
S60° 47' 36.30"W

START POINT
N2024003.36, E6051356.71
N2024013.54, E6051341.86
N2024011.25, E6051335.76
N2024010.42, E6051333.96
N2024005.97, E6051323.67
N2024000.50, E6051311.84
N2023990.64, E6051292.30
N2023983.41, E6051279.69
N2023982.05, E6051277.41
N2023977.40, E6051269.21
N2023976.83, E6051268.17

END POINT
N2024013.54, E6051341.86
N2024011.25, E6051335.76
N2024010.42, E6051333.96
N2024005.97, E6051323.67
N2024000.50, E6051311.84
N2023990.64, E6051292.30
N2023983.41, E6051279.69
N2023982.05, E6051277.41
N2023977.40, E6051269.21
N2023976.83, E6051268.17
N2023973.62, E6051262.43
LINE TABLE: RETAINING WALL 35
LINE #
L781
L782
LENGTH

11.68 22.65

BEARING
N11° 19' 06.42"W
N78° 31' 35.34"E

START POINT
N2024437.81, E6051919.74
N2024449.27, E6051917.45

END POINT
N2024449.27, E6051917.45
N2024453.77, E6051939.65
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 28
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).
1 ARO CONFORMED SET07/31/20
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS
7 7
7 7
ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 525
MATCH LINE 282+00SEE NEXT SHEET
MATCH LINE 272+00

SEE PREVIOUS SHEET

BELMONT SLOUGH

GATESHEAD PARK
(CITY OF FOSTER CITY)

CUTWATER LANE

CUTWATER LANE
CONTROL LINE 1
CONTROL LINE A-34
CONTROL LINE A-33
0+00
0+71
STA 272+05.93 CONTROL LINE 1
STA 0+00 CONTROL LINE A-33
0+00
0+28
STA 275+99.40 CONTROL LINE 1
STA 0+00 CONTROL LINE A-34
272+00
273+00
274+00
275+00
276+00 277+00 278+00
279+00
280+00
281+00
282+00
PT: 271+54.61
PC: 272+33.29 PRC: 272+99.97
PT: 276+27.46 PC: 278+96.43 PT: 279+36.18
PC: 282+30.39
L73
C114
C115
L74 C116
L75
L342
L343
L344
APN 097-050-901

FOSTER CITY
APN 097-050-110

FOSTER CITY
VARIOUS APNs

PRIVATE PROPERTY
LINE TABLE: CONTROL LINE 1
LINE #
L74
L75
LENGTH
268.97
294.21

BEARING
S8° 48' 12.71"W
S5° 45' 58.94"W

START POINT
N2023387.51, E6051207.98
N2023082.28, E6051161.78

END POINT
N2023121.71, E6051166.82
N2022789.56, E6051132.22
CURVE TABLE: CONTROL LINE 1
CURVE #
C114
C115
C116
RADIUS
150.00
1500.00
750.00
LENGTH

66.68 327.49

39.76 DELTA
25°28'14.08"
12°30'32.76"
3°02'13.77"

START POINT
N2023779.34, E6051232.90
N2023714.02, E6051222.52
N2023121.71, E6051166.82

END POINT
N2023714.02, E6051222.52
N2023387.51, E6051207.98
N2023082.28, E6051161.78
LINE TABLE: CONTROL LINE A-33
LINE #
L342
LENGTH

71.50 BEARING
N68° 14' 05.97"W

START POINT
N2023804.75, E6051243.04

END POINT
N2023831.26, E6051176.64
LINE TABLE: CONTROL LINE A-34
LINE #
L343
L344
LENGTH

18.05 9.83

BEARING
N82° 16' 05.43"W
N82° 13' 52.72"W

START POINT
N2023415.28, E6051212.02
N2023417.70, E6051194.13

END POINT
N2023417.70, E6051194.13
N2023419.03, E6051184.39
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 29
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).
1 ARO CONFORMED SET07/31/20
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS
7 7
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 526
MATCH LINE 292+00SEE NEXT SHEETMATCH LINE 282+00

SEE PREVIOUS SHEET

BELMONT SLOUGH

CUTWATER LANE

TIMBERHEAD LANE
CONTROL LINE 1
CONTROL LINE A-36
CONTROL LINE A-35
0+00
0+31
STA 285+19.28 CONTROL LINE 1
STA 0+00 CONTROL LINE A-35
0+60
0+00
STA 286+24.92 CONTROL LINE 1
STA 0+00 CONTROL LINE A-36
STA 291+29.24 CONTROL LINE 1
STA 0+00 CONTROL LINE A-37
CONTROL LINE A-37
282+00
283+00
284+00
285+00
286+00
287+00
288+00 289+00 290+00
291+00 292+00
PC: 282+30.39 PT: 285+48.93
PC: 287+62.89
PCC: 290+99.23
0+00
0+28
C117
L76
C118
C119
L345
L346
L347
L348
L349
L350
L351
L352
VARIOUS APNs

PRIVATE PROPERTY
APN 097-050-110

FOSTER CITY
APN 097-050-010

STATE LANDS - CDFW
APN 097-050-100
EMID
APN 097-050-090
EMID
VARIOUS APNs

PRIVATE PROPERTY
APN 097-050-020

STATE LANDS - CDFW
APN 097-050-030

STATE LANDS - CDFW
LINE TABLE: CONTROL LINE 1
LINE #
L76
LENGTH
213.96

BEARING
S4° 22' 23.03"E

START POINT
N2022471.46, E6051128.35

END POINT
N2022258.12, E6051144.66
CURVE TABLE: CONTROL LINE 1
CURVE #
C117
C118
C119
RADIUS
1800.00
2150.00
500.00
LENGTH
318.54
336.34
260.50
DELTA
10°08'21.97"
8°57'47.65"
29°51'02.77"

START POINT
N2022789.56, E6051132.22
N2022258.12, E6051144.66
N2021922.13, E6051144.03

END POINT
N2022471.46, E6051128.35
N2021922.13, E6051144.03
N2021679.36, E6051057.98
LINE TABLE: CONTROL LINE A-35
LINE #
L345
L346
LENGTH

17.96 13.02

BEARING
S86° 34' 12.99"W
N68° 27' 34.48"W

START POINT
N2022501.03, E6051126.33
N2022499.95, E6051108.40

END POINT
N2022499.95, E6051108.40
N2022504.73, E6051096.29
LINE TABLE: CONTROL LINE A-36
LINE #
L347
L348
L349
L350
LENGTH

18.00 13.89

20.74 7.56

BEARING
S85° 37' 36.97"W
S86° 13' 32.99"W
S85° 10' 57.22"W
S81° 57' 39.47"W

START POINT
N2022395.70, E6051134.14
N2022394.32, E6051116.19
N2022393.41, E6051102.34
N2022391.67, E6051081.67

END POINT
N2022394.32, E6051116.19
N2022393.41, E6051102.34
N2022391.67, E6051081.67
N2022390.61, E6051074.19
LINE TABLE: CONTROL LINE A-37
LINE #
L351
L352
LENGTH

18.00 10.07

BEARING
N81° 58' 16.69"W
N81° 08' 21.96"W

START POINT
N2021892.30, E6051140.73
N2021894.82, E6051122.91

END POINT
N2021894.82, E6051122.91
N2021896.37, E6051112.96
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 30
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).
1 ARO CONFORMED SET07/31/20
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 7 7
527
MATCH LINE 310+00

SEE NEXT SHEET
MATCH LINE 300+00

SEE PREVIOUS SHEET
APN 097-050-200

FOSTER CITY
APN 097-150-901
PRIVATE APN 097-070-901

PRIVATE
APN 097-050-190

FOSTER CITY
APN 097-050-060EMID
APN 097-050-200

FOSTER CITY

O'NEILL SLOUGH

BELMONT SLOUGH

PORT ROYAL PARK
(CITY OF FOSTER CITY)

BAFFIN STREET

TIMBERHEAD LANE
CONTROL LINE A-39A
CONTROL LINE 1
CONTROL LINE A-40
CONTROL LINE A-41
STA 303+66.01 CONTROL LINE 1
STA 0+00 CONTROL LINE A-39A
1+36
0+00
1+00
CONTROL LINE A-39B
STA 306+01.55 CONTROL LINE 1
STA 0+00 CONTROL LINE A-39B
STA 306+22.48 CONTROL LINE 1
STA 0+00 CONTROL LINE A-41
STA 306+03.25 CONTROL LINE 1
STA 0+00 CONTROL LINE A-40
RETAINING WALL 37
RETAINING WALL 38
300+00
301+00
302+00
303+00
304+00
305+00
306+00 307+00
308+00
309+00
310+00
311+00
PC: 299+67.40
PT: 301+25.86
PC: 302+50.08
PT: 303+32.18
PC: 304+33.37PT: 304+40.00
PC: 305+08.81
PRC: 305+27.60
PRC: 306+44.87PT: 306+57.96
PC: 307+83.11
PT: 308+21.38
PC: 308+70.11
PCC: 310+08.74
PT: 310+86.95
0+43
0+00
0+64
0+00
0+77
0+00
0+00 0+35
C125
L78
C126
L79
C127
L80 C128
C129
C130 L81
C131
L82
C132
C133
L358
L359
L365
L366
L367
L368L369
L370L371 L372
L783 L784L785
L786 L787 L788
L789
L790 L791
FLOODWALL 19
CONTROL LINE 1-E
CONTROL LINE 1
0+00
1+00
1+71
L360
L361
L362
L363
C220
L364
C221
L383
STA 305+27.60 CONTROL LINE 1
STA 0+00 CONTROL LINE 1-E
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
L485
L486
L518
L487
C420
C421
C422
C423
C424
0+00
0+33
L524
L525
L526
0+00
0+19
L527
0+00
0+68
L355
L356
L203
L204
LINE TABLE: CONTROL LINE 1
LINE #
L78
L79
L80
L81
L82
LENGTH
124.23
101.19

68.81 125.15

48.74 BEARING
N64° 19' 07.55"W
N69° 01' 20.25"W
N61° 25' 25.15"W
N59° 47' 34.13"W
S41° 53' 49.27"W

START POINT
N2021745.82, E6050365.18
N2021832.15, E6050177.86
N2021871.16, E6050077.36
N2021957.88, E6049880.21
N2022015.35, E6049737.12

END POINT
N2021799.65, E6050253.22
N2021868.38, E6050083.37
N2021904.07, E6050016.93
N2022020.85, E6049772.05
N2021979.08, E6049704.57
CURVE TABLE: CONTROL LINE 1
CURVE #
C125
C126
C127
C128
C129
C130
C131
C132
RADIUS
1200.00
1000.00

50.00 44.00
200.00
100.00

28.00 440.00
LENGTH
158.46

82.09 6.63

18.79 117.27

13.09 38.27
138.62
DELTA
7°33'57.33"
4°42'12.70"
7°35'55.10"
24°27'48.47"
33°35'38.70"
7°29'59.22"
78°18'36.60"
18°03'04.85"

START POINT
N2021686.76, E6050512.10
N2021799.65, E6050253.22
N2021868.38, E6050083.37
N2021904.07, E6050016.93
N2021909.32, E6049999.04
N2021950.58, E6049891.06
N2022020.85, E6049772.05
N2021979.08, E6049704.57

END POINT
N2021745.82, E6050365.18
N2021832.15, E6050177.86
N2021871.16, E6050077.36
N2021909.32, E6049999.04
N2021950.58, E6049891.06
N2021957.88, E6049880.21
N2022015.35, E6049737.12
N2021892.05, E6049597.41
LINE TABLE: CONTROL LINE A-39A
LINE #
L355
L356
LENGTH

17.91 50.48

BEARING
N21° 07' 54.26"E
N35° 40' 34.60"W

START POINT
N2021844.28, E6050146.50
N2021860.98, E6050152.95

END POINT
N2021860.98, E6050152.95
N2021901.99, E6050123.51
LINE TABLE: CONTROL LINE A-40
LINE #
L360
L361
L362
L363
L364
L383
LENGTH

13.86 52.75

9.76 21.85

54.52 7.67

BEARING
S29° 25' 49.49"W
S45° 47' 58.88"W
S45° 47' 58.88"W
S51° 01' 15.91"W
S61° 05' 19.06"W
S68° 37' 09.46"W

START POINT
N2021928.72, E6049926.38
N2021916.64, E6049919.57
N2021879.87, E6049881.76
N2021873.07, E6049874.76
N2021855.82, E6049852.57
N2021827.49, E6049800.64

END POINT
N2021916.64, E6049919.57
N2021879.87, E6049881.76
N2021873.07, E6049874.76
N2021859.32, E6049857.78
N2021829.46, E6049804.84
N2021824.69, E6049793.49
LINE TABLE: CONTROL LINE A-39B
LINE #
L358
L359
LENGTH

19.65 115.97

BEARING
N25° 17' 54.92"E
S88° 52' 11.10"E

START POINT
N2021927.99, E6049927.92
N2021945.75, E6049936.31

END POINT
N2021945.75, E6049936.31
N2021943.46, E6050052.26 CURVE TABLE: CONTROL LINE A-40 CURVE #
C220
C221
RADIUS

35.77 35.35
LENGTH

6.28 4.65
DELTA
10°04'03.15"
7°31'50.40"

START POINT
N2021859.32, E6049857.78
N2021829.46, E6049804.84

END POINT
N2021855.82, E6049852.57
N2021827.49, E6049800.64
LINE TABLE: CONTROL LINE A-41
LINE #
L365
L366
L367
LENGTH

18.00 15.78

9.35 BEARING
N31° 17' 42.17"E
N29° 25' 48.71"E
N12° 32' 53.36"E

START POINT
N2021937.91, E6049909.49
N2021953.29, E6049918.84
N2021967.03, E6049926.60

END POINT
N2021953.29, E6049918.84
N2021967.03, E6049926.60
N2021976.16, E6049928.63
LINE TABLE: RETAINING WALL 37
LINE #
L783
L784
L785
LENGTH

12.29 10.84

12.29 BEARING
N70° 49' 30.63"W
N61° 26' 30.67"W
N52° 03' 30.72"W

START POINT
N2021891.21, E6050089.40
N2021895.25, E6050077.79
N2021900.43, E6050068.27

END POINT
N2021895.25, E6050077.79
N2021900.43, E6050068.27
N2021907.99, E6050058.58
LINE TABLE: RETAINING WALL 38
LINE #
L786
L787
L788
L789
L790
L791
LENGTH

1.92 25.92

4.99 5.99

31.50 6.42

BEARING
S89° 37' 22.22"W
N81° 33' 02.99"W
N81° 14' 26.09"W
N9° 07' 54.92"E
N80° 52' 05.08"W
S9° 07' 54.92"W

START POINT
N2021923.91, E6050034.00
N2021923.90, E6050032.07
N2021927.71, E6050006.43
N2021928.47, E6050001.50
N2021934.39, E6050002.45
N2021939.39, E6049971.35

END POINT
N2021923.90, E6050032.07
N2021927.71, E6050006.43
N2021928.47, E6050001.50
N2021934.39, E6050002.45
N2021939.39, E6049971.35
N2021933.05, E6049970.33
LINE TABLE: CONTROL LINE 1E
LINE #
L485
L486
LENGTH
125.15

48.74 BEARING
N59° 47' 34.13"W
S41° 53' 49.27"W

START POINT
N2021959.18, E6049880.96
N2022016.35, E6049736.00

END POINT
N2022022.15, E6049772.80
N2021980.08, E6049703.46
CURVE TABLE: CONTROL LINE 1E
CURVE #
C420
C421
C422
C423
RADIUS
217.72
101.50

29.50 438.50
LENGTH
116.56

13.29 40.32
138.15
DELTA
30°40'23.50"
7°29'59.22"
78°18'36.60"
18°03'04.85"

START POINT
N2021909.32, E6049999.04
N2021951.76, E6049891.97
N2022022.15, E6049772.80
N2021980.08, E6049703.46

END POINT
N2021951.76, E6049891.97
N2021959.18, E6049880.96
N2022016.35, E6049736.00
N2021893.35, E6049596.65
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 32
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).
1 7/31/2020ARO CONFORMED SET
3 5/14/2021ES REVISIONS TO FW19
3 3
7 7
7 11/05/21ES HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 07/14/22ES HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 7 7
528
MATCH LINE320+00SEE NEXT SHEET
MATCH LINE 310+00SEE PREVIOUS SHEET

O'NEILL SLOUGH
APN 097-050-200

FOSTER CITY
APN 097-050-190

FOSTER CITY
VARIOUS APNs

PRIVATE PROPERTY
APN 097-050-060
EMID
APN 097-020-280
EMID
CONTROL LINE 1
CONTROL LINE A-42
STA 311+00.18 CONTROL LINE 1
STA 0+00 CONTROL LINE A-42
309+00
310+00
311+00
312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 PCC: 310+08.74
PT: 310+86.95 PC: 313+66.67 PT: 314+15.82
0+64
0+00
C132
C133 L83 C134 L84
L368
L369
L370
L371 L372
FLOODWALL 19
CONTROL LINE 1-E
4+00
4+50
5+00
5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 L518
L487 L512
L513
C423
C424
C425
L203
L204
LINE TABLE: CONTROL LINE 1
LINE #
L83
L84
LENGTH
279.73
771.84

BEARING
S89° 49' 17.47"W
N88° 46' 13.72"W

START POINT
N2021871.89, E6049522.76
N2021871.47, E6049193.89

END POINT
N2021871.02, E6049243.03
N2021888.03, E6048422.23
CURVE TABLE: CONTROL LINE 1
CURVE #
C133
C134
RADIUS
150.00
2000.00
LENGTH

78.21 49.15
DELTA
29°52'23.36"
1°24'28.81"

START POINT
N2021892.05, E6049597.41
N2021871.02, E6049243.03

END POINT
N2021871.89, E6049522.76
N2021871.47, E6049193.89
LINE TABLE: CONTROL LINE A-42
LINE #
L203
L204
L368
L369
L370
L371
L372
LENGTH

8.98 9.22

17.33 12.05

4.37 6.16

5.90 BEARING
N12° 35' 24.04"W
N18° 03' 37.44"W
N0° 07' 51.58"W
N3° 43' 53.64"W
N0° 32' 31.91"E
N6° 25' 14.47"W
N9° 56' 38.76"W

START POINT
N2021917.51, E6049507.02
N2021926.27, E6049505.06
N2021871.85, E6049509.51
N2021889.18, E6049509.47
N2021901.20, E6049508.68
N2021905.57, E6049508.73
N2021911.70, E6049508.04

END POINT
N2021926.27, E6049505.06
N2021935.03, E6049502.20
N2021889.18, E6049509.47
N2021901.20, E6049508.68
N2021905.57, E6049508.73
N2021911.70, E6049508.04
N2021917.51, E6049507.02
LINE TABLE: CONTROL LINE 1E
LINE #
L487
L512
L513
L518
LENGTH

18.80 250.79
771.84

10.13 BEARING
S89° 49' 17.47"W
S89° 49' 17.47"W
N88° 46' 13.72"W
S89° 49' 17.47"W

START POINT
N2021873.36, E6049512.62
N2021873.30, E6049493.82
N2021872.97, E6049193.92
N2021873.39, E6049522.75

END POINT
N2021873.30, E6049493.82
N2021872.52, E6049243.03
N2021889.53, E6048422.26
N2021873.36, E6049512.62
CURVE TABLE: CONTROL LINE 1E
CURVE #
C424
C425
RADIUS
148.50
1998.50
LENGTH

77.43 49.11
DELTA
29°52'23.36"
1°24'28.81"

START POINT
N2021893.35, E6049596.65
N2021872.52, E6049243.03

END POINT
N2021873.39, E6049522.75
N2021872.97, E6049193.92
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 33
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).
1 7/31/2020ARO CONFORMED SET
3 5/14/2021ES REVISIONS TO FW19
3 3
7 07/14/22ES HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 7 7
529
252+00
253+00
254+00
255+00
256+00
257+00
258+00
259+00
260+00
261+00
262+00
MATCH LINE 262+00SEE NEXT SHEET
MATCH LINE 254+00SEE PREVIOUS SHEET

BELMONT SLOUGH

SEA CLOUD PARK
LIMIT OF WORK (TYP.)
DEMO EX.

PAVEMENT
EX. TRASH RECEPTACLE

TO BE REMOVED AND

REPLACED
CAYMAN
LANE
DEMO EX. ASPHALT

SIDEWALK
EX. TRASH RECEPTACLE TO BE

REMOVED AND REPLACED
252+00
253+00
254+00
255+00
256+00
257+00
258+00
259+00
260+00
261+00
262+00
MATCH LINE 262+00SEE NEXT SHEET
MATCH LINE 254+00SEE PREVIOUS SHEET

BELMONT SLOUGH

SEA CLOUD PARK
CAYMAN
LANE
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC SHEETS) FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING SHEETS (SPG SHEETS) FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS (W SHEETS) FOR FLOODWALL AND RETAINING WALL LAYOUT.

SEE CROSS SECTION SHEETS (TCX SHEETS) FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS (C SHEETS) FOR ACCESS POINT DETAILS.

SEE PAVING AND STRIPING SHEETS (PS SHEETS) FOR PAVING AND STRIPING DETAILS. SEE SITE AMENITIES AND SIGNAGE SHEETS (L SHEETS) FOR DISPOSITION OF TRAIL AMENITIES AND SIGNS REMOVED AND REPLACED.

2. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE.

CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO

COORDINATE WITH UTILITY COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES IN KIND THAT ARE SHOWN AS PROTECTED IN PLACE. EXISTING UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE.

4. POTHOLE TO VERIFY LOCATION AND DEPTH OF CONFLICTING UTILITIES PRIOR TO CONSTRUCTION.

5. CONTRACTOR SHALL CLEAR WORK AREAS OF ALL SURFACE AND

SUBSURFACE DELETERIOUS MATERIALS, INCLUDING ABANDONED BURIED

STRUCTURES, UTILITIES, IRRIGATION LINES, PAVEMENTS, DEBRIS, TREES, SHRUBS, AND ASSOCIATED ROOTS. TREE ROOT BALLS SHOULD BE REMOVED DOWN TO A DEPTH OF AT LEAST 3 FEET BELOW FINISHED GRADE. REMOVE

ALL ASSOCIATED FOUNDATIONS, AS WELL AS BURIED UTILITIES, WHICH COULD ACT AS WATER TRAPS OR COULD DETERIORATE. ALL VEGETATION,

DEBRIS, AND DELETERIOUS MATERIALS SHALL BE REMOVED FROM AREAS TO BE GRADED. BACKFILL EXCAVATIONS EXTENDING BELOW THE PLANNED FINISH SITE GRADES WITH ENGINEERED FILL.

6. FOLLOWING CLEARING, CONTRACTOR SHALL STRIP THE SITE TO REMOVE SURFACE ORGANIC MATERIALS. CONTRACTOR SHALL STRIP ORGANICS FROM THE GROUND SURFACE TO A DEPTH OF AT LEAST 2 TO 3 INCHES BELOW THE SURFACE. ACTUAL DEPTH OF STRIPPING SHOULD BE EVALUATED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. IF APPROVED, THE

ORGANICS MAY BE USED IN FUTURE LANDSCAPE AREAS OR OTHERWISE SHOULD BE OFF-HAULED.

DEMOLITION AND UTILITIES
DU 27
SCALE: 1 INCH = 40 FEET
LEGEND:

LIMIT OF WORK

DEMO PAVEMENT

CLEAR AND GRUB
/

NO UTILITIES

THIS SHEET

DEMOLITION PLAN
SCALE: 1" = 40'

EXISTING UTILITIES
SCALE: 1" = 40'

SCALE VERIFICATION
1 ARO 07/31/20 CONFORM SET
7 ES 09/10/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 530
262+00
263+00
264+00
265+00
266+00
267+00
268+00
269+00
270+00
271+00
272+00
273+00
MATCH LINE 272+00

SEE NEXT SHEET
MATCH LINE 262+00

SEE PREVIOUS SHEET

BELMONT SLOUGH
CONTROL LINE 1
EX. SIGN TO BE REMOVED

AND REPLACED
EX. BENCH TO BE

REMOVED AND REPLACED
LIMIT OF WORK (TYP.)
DEMO EX. PAVEMENT

GATESHEAD
COURT
BAHAMA
LANE
CAYMAN
LANE
262+00
263+00
264+00
265+00
266+00
267+00
268+00
269+00
270+00
271+00
272+00
273+00
MATCH LINE 272+00

SEE NEXT SHEET
MATCH LINE 262+00

SEE PREVIOUS SHEET

BELMONT SLOUGH

PG&E ELECTRIC

PAD-MOUNTED EQUIPMENT,

PROTECT IN PLACE

GATESHEAD
COURT
BAHAMA
LANE
CAYMAN
LANE
(E) 24" x 24" SDCB

PROTECT IN PLACE
(E) 32" x 58" SDCB

PROTECT IN PLACE
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC SHEETS) FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING SHEETS (SPG SHEETS) FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS (W SHEETS) FOR FLOODWALL AND RETAINING WALL LAYOUT.

SEE CROSS SECTION SHEETS (TCX SHEETS) FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS (C SHEETS) FOR ACCESS POINT DETAILS.

SEE PAVING AND STRIPING SHEETS (PS SHEETS) FOR PAVING AND STRIPING DETAILS. SEE SITE AMENITIES AND SIGNAGE SHEETS (L SHEETS) FOR DISPOSITION OF TRAIL AMENITIES AND SIGNS REMOVED AND REPLACED.

2. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE.

CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO

COORDINATE WITH UTILITY COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES IN KIND THAT ARE SHOWN AS PROTECTED IN PLACE. EXISTING UTILITIES SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE.

4. POTHOLE TO VERIFY LOCATION AND DEPTH OF CONFLICTING UTILITIES PRIOR TO CONSTRUCTION.

5. CONTRACTOR SHALL CLEAR WORK AREAS OF ALL SURFACE AND

SUBSURFACE DELETERIOUS MATERIALS, INCLUDING ABANDONED BURIED

STRUCTURES, UTILITIES, IRRIGATION LINES, PAVEMENTS, DEBRIS, TREES, SHRUBS, AND ASSOCIATED ROOTS. TREE ROOT BALLS SHOULD BE REMOVED DOWN TO A DEPTH OF AT LEAST 3 FEET BELOW FINISHED GRADE. REMOVE

ALL ASSOCIATED FOUNDATIONS, AS WELL AS BURIED UTILITIES, WHICH COULD ACT AS WATER TRAPS OR COULD DETERIORATE. ALL VEGETATION,

DEBRIS, AND DELETERIOUS MATERIALS SHALL BE REMOVED FROM AREAS TO BE GRADED. BACKFILL EXCAVATIONS EXTENDING BELOW THE PLANNED FINISH SITE GRADES WITH ENGINEERED FILL.

ORGANICS MAY BE USED IN FUTURE LANDSCAPE AREAS OR OTHERWISE SHOULD BE OFF-HAULED.

DEMOLITION AND UTILITIES
DU 28
SCALE: 1 INCH = 40 FEET
LEGEND:

LIMIT OF WORK

DEMO PAVEMENT

CLEAR AND GRUB
/

DEMOLITION PLAN
SCALE: 1" = 40'

EXISTING UTILITIES
SCALE: 1" = 40'

SCALE VERIFICATION
1 ARO 07/31/20 CONFORM SET
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 531
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 SHEET PILE WALL. SEE TYPICAL SECTION N
TCX 05
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00% 0.00%
GRADE BREAK STA = 225+59.07
ELEV = 11.00
SHEET SELECTION: AZ-12-770
TIP ELEVATION: 1.0 FT NAVD
SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD

0.00%
MATCH LINE 226+00SEE NEXT SHEET
MATCH LINE 216+00

SEE PREVIOUS SHEET
APN 097-080-030
EMID
APN 097-090-901

PRIVATE
APN 097-110-901
PRIVATE APN 097-120-901

PRIVATE
+10.52
+10.64
+7.72

BELMONT SLOUGH

BEACH PARK BOULEVARD

BELMONT SLOUGH

WHEEL HOUSE LANE
+10.64+7.63

BCDC BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
/ /
/ / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
215+00 216+00
217+00
218+00
219+00
220+00
221+00
222+00
223+00
224+00
225+00
226+00
+10.86
+10.76
+8.36
+8.36
+6.92+6.81+6.5
BEGIN RETAINING WALL 33. STA.
216+64. SEE S-D SHEETS FOR

STRUCTURAL DETAILS

ACCESS POINT
SEE SHEET AP 30
ACCESS POINT .

SEE SHEET AP31
CONTROL LINE 1
BEGIN RETAINING WALL 34 STA.
216+94.75. SEE S-D SHEETS FOR

STRUCTURAL DETAILS
FLOODWALL 34
225+38
226+00
END FLOODWALL 34

END RETAINING
WALL 33. STA.
216+98.2.

END RETAINING
WALL 34 STA.
217+25.3.
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/13/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 21-24_Conformed.dwg SPG 23
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND ROW SHEETS FOR PROJECT CONTROL LINE AND LINE AND CURVE TABLES. SEE DEMOLITION AND UTILITY SHEETS FOR DEMOLITION AND UTILITY INFORMATION. SEE WALL SHEETS FOR FLOODWALL AND RETAINING WALL INFORMATION. SEE TYPICAL SECTION SHEETS FOR TYPICAL CROSS SECTION TYPES. SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS. SEE CIVIL SHEETS FOR ACCESS POINT DETAILS AND OTHER PROJECT DETAILS. SEE PAVING AND STRIPING SHEETS FOR PAVING AND STRIPING PLAN.

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO CONFORMED SET07/31/20
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 532
EARTHEN LEVEE. SEE TYPICAL SECTION
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 SHEET PILE WALL.

SEE TYPICAL SECTION N
TCX 05
EARTHEN LEVEE. SEE TYPICAL SECTION M
TCX 05
CONCRETE FLOODWALL.

SEE TYPICAL SECTION L
TCX 05
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1

TOP OF FLOOD IMPROVEMENTS
AT CONTROL LINE 1

4.83%

0.00%

0.00%
PVI STA: 227+60.00
PVI ELEV: 11.01
K: 8.29
LVC: 40.00 BVCS: 227+40.00
BVCE: 11.01
EVCS: 227+80.00
EVCE: 11.97
PVI STA: 228+22.00
PVI ELEV: 14.00
K: 8.28
LVC: 40.00
BVCS: 228+02.00
BVCE: 13.03
EVCS: 228+42.00
EVCE: 14.00
SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD
GRADE BREAK STA = 227+62.00
ELEV = 13.50

0.00%
GRADE BREAK STA = 227+62.00
ELEV = 14.00
GRADE BREAK STA = 228+42.00
ELEV = 14.00

TOP OF FLOOD IMPROVEMENTS NOT
LOCATED AT CONTROL LINE 1. SEE
CONTROL LINE 1B IN PLAN VIEW.

O
TCX 06
MATCH LINE 236+00

SEE NEXT SHEET
MATCH LINE 226+00

SEE PREVIOUS SHEET
APN 097-080-030
EMID
APN 097-080-030
EMID
APN 097-130-901

PRIVATE
APN 097-080-030
EMID
APN 097-120-901 APN 097-120-901

PRIVATE
APN 097-080-050
EMID
X
X
X

X X X X X X X X X X X X X X
X
X
X
X
X
X
+13.64

BELMONT SLOUGH

WHEEL HOUSE LANE

BELMONT SLOUGH

WHEEL HOUSE LANE
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
+9.85
+9.93
+9.76
10 /
/
/
/
/ / / /
/
/
/
/
/
/
/ / / / / / / /
/ /
/
/
+14.0
+11.9
+14.0
+12.25
+14.0+13.0
+14.0
+13.9
END FLOODWALL 16
STA. 228+42

ACCESS POINT
SEE SHEET AP 31
CONTROL LINE 1
225+38
226+00
227+00
228+00
228+50
230+25
231+00 232+00 233+00
234+00
235+00
236+00
236+48INSTALL WALL AROUND

TRANSFORMER PAD
AND GATE STRUCTURE.

SEE DETAIL 6
BEGIN CONTROL LINE 1B
STA 228+50
END CONTROL LINE 1B
STA 230+25
END FLOODWALL 34
STA. 227+62 BEGIN FLOODWALL 16
STA. 227+62. SEE S-C S

SHEETS FOR

STRUCTURAL DETAILS
C11
STAIRCASE.

SEE DETAIL

STAIRCASE

SEE DETAIL
7 C10
7 C10

REPLACE FENCE
AT APPROX. 8 FOOT HORIZONTAL

OFFSET FROM EDGE TOP OF SLOPE,

STAIRCASE
SEE DETAIL 7
C10

REGRADE EXISTING

LEVEE BERM TO ALLOW

NATURAL DRAINAGE

FROM PAVED SURFACE

INTO MARSH REGRADE EXISTING LEVEE BERM TO

ALLOW NATURAL DRAINAGE FROM

PAVED SURFACE INTO MARSH
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 21-24_Conformed.dwg SPG 24
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO CONFORMED SET07/31/20
9 ES 05/21/21 DONOR BENCH GRADING [DELETED]
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 15 ES 12/10/21 FEWER DONOR BENCH RELOCATIONS
7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 533
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 (E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1
CONCRETE FLOODWALL.

SEE TYPICAL SECTION
-5.00%

0.00%
PVI STA: 252+89.66
PVI ELEV: 11.18
K: 10.00
LVC: 50.00
BVCS: 252+64.66
BVCE: 12.43
EVCS: 253+14.66
EVCE: 11.18
PVI STA: 252+33.26
PVI ELEV: 14.00
K: 10.00
LVC: 50.00
BVCS: 252+08.26
BVCE: 14.00
EVCS: 252+58.26
EVCE: 12.75

0.00%
SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD

0.00%
GRADE BREAK STA = 253+00.00
ELEV = 13.50
GRADE BREAK STA = 252+43.28
ELEV = 14.00
GRADE BREAK STA = 253+00.01
ELEV = 14.00

0.00%

TOP OF FLOOD

IMPROVEMENTS AT
CONTROL LINE 1
L
TCX 05
EARTHEN LEVEE. SEE TYPICAL SECTION M
TCX 05
SHEET PILE WALL.

SEE TYPICAL SECTION N
TCX 05
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X X X X X X X X X X X X

SEA CLOUD PARK

BELMONT SLOUGH
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
/
/
/
/
/
/
/
/
/ / / / / / / /
/
/
/
/
/
/
/
244+00
245+00
246+00
247+00
248+00
249+00
250+00 251+00 252+00
253+00
254+00
255+00
256+00
MATCH LINE 246+00

SEE NEXT SHEET
APN 097-080-030
EMID
APN 097-080-030
EMID
APN 097-080-050

FOSTER CITY
APN 097-080-050

FOSTER CITY
APN 097-080-050
EMID
CONTROL LINE 1
MATCH LINE 246+00

SEE PREVIOUS SHEET
MATCH LINE 254+00

SEE NEXT SHEET

BCDC SHORELINE

BAND (TYP)

REPLACE RENCE AT
APPROX. 8 FT

OFFSET FROM TOP

OF SLOPE
BEGIN FLOODWALL 26
AT STA. 252+43. SEE S-C

SHEETS FOR

STRUCTURAL DETAILS
END FLOODWALL 26
STA. 253+00
BEGIN FLOODWALL 17
STA. 253+00. SEE S-B

SHEETS FOR

STRUCTURAL

DETAILS
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/15/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 25-26.dwg SPG 26
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO CONFORMED SET07/31/20
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 534
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 SHEET PILE WALL. SEE TYPICAL SECTION N
TCX 05
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%
SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD

0.00%
APN 097-080-030
EMID
APN 097-080-030EMID
APN 097-080-050

FOSTER CITY
APN 094-991-901

PRIVATE

BELMONT SLOUGH

SEA CLOUD PARK
CAYMAN
LANE
BCDC
BCDC
BCDC
BCDC

BCDC BCDC
BCDC
BCDC
10 10
/
/ / / / / / / /
/
/
/
/
/ / / / / /
/
/
/
/
/
/
10 252+00
253+00
254+00
255+00
256+00
257+00
258+00
259+00
260+00
261+00
262+00
MATCH LINE 262+00SEE NEXT SHEET
CONTROL LINE 1
10 10
10 BCDC SHORELINE BAND
(TYP)

TRAIL ACCESS
SEE AP 32
MATCH LINE 254+00SEE PREVIOUS SHEETMATCH LINE 25+00SEE PREVIOUS SHEET

BEGIN RETAINING
262+33.42. SEE S-D

PROVIDE GROUNDCOVER WHERE
(E) PATH DEMOLISHED
SEE SHEETS L-1.27 AND L-2.27.
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/13/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 27-31_Conformed.dwg SPG 27
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO 07/31/20 CONFORM SET
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 535
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 (E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%
-1.80%
GRADE BREAK STA = 271+90.93
ELEV = 11.18
SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD

0.00%
SHEET PILE WALL. SEE TYPICAL SECTION N
TCX 05
APN 097-080-030
EMID
APN 094-890-080

FOSTER CITY
APN 097-080-140 FOSTER CITY
APN 094-890-050

PRIVATE
APN 094-890-060

PRIVATE
APN 094-889-010

PRIVATE

BELMONT SLOUGH

GATESHEAD
COURT
BAHAMA
LANE
CAYMAN
LANE

GATESHEAD PARK (CITY OF FOSTER CITY)

GATESHEAD PARK
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
10 10
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
262+00
263+00
264+00
265+00
266+00
267+00
268+00
269+00
270+00
271+00
272+00
273+00
MATCH LINE 272+00

SEE NEXT SHEET
MATCH LINE 262+00

SEE PREVIOUS SHEET

TRAIL ACCESS SEE
SHEET AP33
TRAIL
ACCESS
SEE AP33.

CONTROL LINE 1
10 10
10 FLOODWALL 17

BCDC SHORELINE BAND
(TYP)

TRAIL ACCESS SEE
SHEET AP 32

ACCESS PATH
SEE SHEET AP34.

BEGIN RETAINING
WALL 35 STA.
262+33.42. SEE S-D

SHEETS FOR

STRUCTURAL

DETAILS

END RETAINING WALL
35 STA 262+57.03.
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/15/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 27-31_Conformed.dwg SPG 28
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO 07/31/20 CONFORM SET
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 7 536
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 (E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%

1.80%
SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD
SHEET PILE WALL. SEE TYPICAL SECTION N
TCX 05
GRADE BREAK STA = 272+20.93
ELEV = 11.18
GRADE BREAK STA = 272+10.93
ELEV = 11.00
GRADE BREAK STA = 272+00.93
ELEV = 11.00
APN 097-050-110

FOSTER CITY
APN 097-050-901

FOSTER CITY
VARIOUS APNs

PRIVATE PROPERTY

BELMONT SLOUGH

GATESHEAD PARK (CITY OF FOSTER CITY)

CUTWATER LANE
BCDC
BCDC
BCDC

BCDC BCDC BCDC
BCDC
BCDC
10 10 10
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272+00
273+00
274+00
275+00
276+00 277+00 278+00 279+00
280+00
281+00
282+00
MATCH LINE 282+00SEE NEXT SHEET
MATCH LINE 272+00

SEE PREVIOUS SHEET

ACCESS PATH
SEE SHEET AP34.

CONFORM TO EXISTING PATH.

CONNECTS TO PARKING LOT
NO RAMP NEEDED IF LESS THAN 5%
ACCESS POINT 34
SEE SHEET AP3510
10 10
CONTROL LINE 1
FLOODWALL 17

BCDC SHORELINE BAND (TYP)
CMTS STA 278+50
SEE 2/CP-1 AND 1/CP-2
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/18/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 27-31_Conformed.dwg SPG 29
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO CONFORMED SET07/31/20
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS
7 7
ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 7 537
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 SHEET PILE WALL. SEE TYPICAL SECTION N
TCX 05
CONCRETE FLOODWALL. SEE TYPICAL SECTION P
TCX 06
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%
FLOOD-
BREAK
CONCRETE FLOODWALL.

SEE TYPICAL SECTION P
TCX 06
SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD

0.00%

BOTTOM OF WALL PROFILE
ELEVATION 8.0
P
TCX 06
BREAK IN FW 19 KEYWAY

FOR WATER LINE
6 C13
MATCH LINE 310+00

SEE NEXT SHEET
MATCH LINE 300+00

SEE PREVIOUS SHEET
10 10
C16
5 5
5 5

BELMONT SLOUGH

PORT ROYAL PARK

BAFFIN STREET

TIMBERHEAD LANE
BCDC
BCDC
BCDC

BCDC BCDC
BCDC
BCDC
10 10

FLOODBREAK

O'NEILL SLOUGH REMNANT
/ /
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/// 300+00
301+00
302+00
303+00
304+00
305+00 306+00
307+00
308+00
309+00
310+00
311+00
X
X
X
X
X
X
10 0+00 1+00
2+00
3+00
4+00
5+00
6+000+00
0+64
0+00
0+43
BEGIN FLOODWALL 18
STA. 304+23. SEE S-C SHEETS FOR

STRUCTURAL DETAILS
RETAINING WALL 46.

SEE S-D SHEETS

FOR STRUCTURAL

DETAILS
RETAINING WALL 45

SEE S-D SHEETS

FOR STRUCTURAL

DETAILS
PG&E TOWER. CONTRACTOR TO
STAY OUT OF AREA WITHIN 10.0' OF TOWER BASE

ACCESS POINT
SEE SHEET AP 38
ACCESS
POINT

SEE SHEET
AP38.

ACCESS POINT
SEE SHEET AP39
CONTROL LINE 1
PREFABRICATED BRIDGE.

SEE DETAIL
END FLOODWALL 18
STA. 306+13

WATER LINE RELOCATION

SEE DETAIL
HIGH PRESSURE GAS LINE TO BE RELOCATED BY OTHERS.

NO WORK SHALL COMMENCE WITHIN THIS BOX UNLESS GIVEN WRITTEN

CONSENT FROMTHE CITY
END FLOODWALL 17
STA. 304+23.

BEGIN FLOODWALL 19
STA. 306+26
1 C13
1 FLOODBREAK FLOOD GATE.

SEE S-H SHEETS FOR STRUCTURAL DETAILS
STA 0+90.65
BEGIN FLOODWALL 19
CONTROL LINE 1-E
START CONTROL LINE 1-E
STA. 305+28 CONTROL LINE 1
STA 1+00

BEGIN ALTERNATIVE SHEETPILE
FLOODWALL 19
CONTROL LINE 1-E
SC10
B

CONFORM TO EXISTING TRAIL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 32.dwg SPG 32
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 7/31/2020ARO CONFORMED SET
2 9/4/2020ARO CCO #2
Q
TCX 06
ALTERNATE SHEETPILE FLOOD WALL.

SEE TYPICAL SECTION
ALTERNATE SHEETPILE: SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD
3 5/14/2021ES REVISIONS TO FW19
3 3
3 3
7 11/05/21ES HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 13 10/01/21ES REVISIONS TO WATER LINE REPLACEMENT AT BAFFIN STREET 13 13
7 7 07/14/22ES HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 2 2
538
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 (E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%
CONCRETE FLOODWALL. SEE TYPICAL SECTION Q1
TCX 06
CONCRETE FLOODWALL.

SEE TYPICAL SECTION P
TCX 06

BOTTOM OF WALL PROFILE
MATCH LINE 320+00

SEE NEXT SHEET
MATCH LINE 310+00SEE PREVIOUS SHEET
APN 097-050-200

FOSTER CITY
APN 097-050-190

FOSTER CITY
VARIOUS APNs

PRIVATE PROPERTY
APN 097-050-060
EMID
APN 097-020-280
EMID
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PORT ROYAL PARK

O'NEILL SLOUGH REMNANT
BCDC

BCDC BCDC BCDC BCDC

BCDC BCDC BCDC

O'NEILL SLOUGH REMNANT
309+00
310+00
311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 4+00
5+00
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 0+00
0+64
FLOODWALL 19
FOLLOW CONTROL LINE 1-E

ACCESS POINT
SEE SHEET AP40

ACCESS POINT
SEE SHEET AP41

BCDC SHORELINE BAND
(TYP)

BCDC BAY JURISDICTION
(TYP)
(E) FENCE END GABION WALL
STA 11+52.89
OFFSET 17' FROM CL-1E

START GABION WALL
STA 11+68.70
OFFSET 17' FROM CL-1E

START GABION WALL
STA 6+02.33
OFFSET 17' FROM CL-1E
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 33-36_Conformed.dwg SPG 33
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
Q
TCX 05
ALTERNATE SHEETPILE FLOOD WALL.

SEE TYPICAL SECTION
SHEETPILE: SHEET SELECTION: AZ-12-770
TIP ELEVATION: -5.00 FT NAVD
ALTERNATE SHEETPILE: SHEET
SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD
3 1 7/31/2020ARO CONFORMED SET
2 9/4/2020ARO CCO #2
3 5/14/2021ES REVISIONS TO FW19
3 3
3 3
3 7
7 11/05/21ES HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 07/14/22ES HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 2 2
2 539
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
339+00 340+00 341+00 342+00 343+00 343+25
SHEET PILE WALL. SEE TYPICAL SECTION R
TCX 06
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00% 0.88%
GRADE BREAK STA = 342+93.00
ELEV = 12.00
PVI STA: 342+00.00
PVI ELEV: 11.18
K: 56.71
LVC: 50.00
BVCS: 341+75.00
BVCE: 11.18
EVCS: 342+25.00
EVCE: 11.40
SHEET SELECTION: AZ-12-770
TIP ELEVATION: -1.25 FT NAVD
GRADE BREAK STA = 342+93.00
ELEV = 13.50
CONCRETE WALL. SEE TYPICAL SECTION 2
SB05
MATCH LINE 339+00

SEE NEXT SHEET
APN 097-050-220

FOSTER CITY
APN 097-050-060EMID
VARIOUS APNs

PRIVATE PROPERTY
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BELMONT SLOUGH

ROCK HARBOR LANE
BCDC
BCDC
BCDC
BCDC
END FLOODWALL 22
STA. 342+91SEE WALL

CLOSURE

DETAIL SHEET

CITY OF BELMONT

CITY OF SAN MATEO

FOSTER CITY FOSTER CITY

BCDC SHORELINE BAND
(TYP)

BCDC BAY JURISDICTION
(TYP)

ACCESS POINT
SEE SHEET AP 43

CONFORM TO

EXISTING PATH
CONTROL LINE 1

O'NEILL SLOUGH TIDE GATE
(CITY OF SAN MATEO)

END OF PROJECT

MARINA LAGOON
(CITY OF SAN MATEO)
CAUTION! HIGH VOLTAGE
ELECTRICAL. PROTECT IN
PLACE
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/13/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 33-36_Conformed.dwg SPG 36
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
2 S-B05

CONFROM TO EG
1 ARO CONFORMED SET07/31/20
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS
7 7
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 540
BCDC
BCDC
BCDC
BCDC
/
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222+00222+00222+00
+10.86
+10.76
+8.36
+8.36
+6.92
+6.81
+6.5

PROTECT PICNIC

TABLE IN PLACE

CONFORM TO (E) CONC
PATH AT EL 6.5 FT±
CONTROL LINE 1
CONTROL LINE 1
STA 222+14.05
10 10
10 10
5 FT± WIDE RAMP
TOP EL 10.76 FT NAVD
BOTTOM EL 8.36 FT NAVD
5 FT± WIDE RAMP
TOP EL 8.36 FT NAVD
BOTTOM EL 6.92 FT NAVD
6 FT x 5 FT BOTTOM

LANDING
6 FT x 5 FT LANDING
5 FT x 5 FT TOP LANDING
9 8
7 10
+13.64
BCDC
BCDC
BCDC
BCDC
BCDC
+9.85 +9.93+9.76
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+14.0 +11.9
+14.0 +12.25
+14.0
+13.0
CONTROL LINE 1B
CONTROL LINE A-27
0+06.50 AT CONTROL
LINE 1B STA 229+56.36

10.4 8.6

8.9 7.4

AC PAVEMENT

PROTECT PICNIC TABLE

IN PLACE
CONTROL LINE A-27

AC PAVEMENT
9'

CONFORM TO (E) AC PATH

CONFORM TO (E) CONC PATH
10 10
10 10
10'

LAGOON INTAKE

STRUCTURE

STANDARD STAIRS
12-INCH TREAD, 3 RISERS

STANDARD STAIRS
CONTROL LINE 1 STA 228+97
12-INCH TREAD, 4 RISERS

MSE UTILITY WALL

PROTECT (E) TRANSFORMER

AND PAD IN PLACE

PROTECT (E) TRANSFORMER

AND PAD IN PLACE

GRADE GRANITECRETE
PAVEMENT AT 0.5% SLOPE TO

NORTH END OF (E) INTAKE WALL
+11.9
+12.1 ± CONFORM TO (E) CONC SLAB

RECONSTRUCT FENCE

AND GATE IN-KIND ON

ALIGNMENT SHOWN
3'

CONC SLAB BETWEEN
(E) SLAB AND MSE WALL
+12.1 ± CONFORM TO (E) CONC SLAB

GRADE GRANITECRETE
PAVEMENT AT 0.5%

SLOPE TO SOUTH END

OF (E) INTAKE WALL
+11.85

TRENCH DRAIN

AT EDGE OF

GRANITECRETE

PAVEMENT
4" PVC DRAIN TO

DAYLIGHT

11.0+

CONFORM
+12.0
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\Access Point (AP)\ACCESS_POINT_XS_29-35.dwg AP31
TRAIL ACCESS PATHS AT STA 222+14 AND STA 229+56
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-27 LAYOUT.

2. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

3. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

4. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

SCALE: 1" = 10'
PLAN
SCALE: 1" = 10'
PLAN
C10
1 C10
7 C10
7 1 ARO CONFORMED SET07/31/20
9 ES 03/23/21 DONOR BENCH GRADING [DELETED]
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 C10
8 C10
8 C11
6 C19
3 15 ES 12/10/21 FEWER DONOR BENCH RELOCATIONS
SIM
7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 541
BCDC
BCDC
BCDC
BCDC
+10.82
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+8.50
+8.45
257+00 0+00
0+79
257+00257+00
CONTROL LINE A-28

START AT CONTROL
LINE 1 STA 256+66.83
10 10.3
10 10.4

12.3 8.7

7.98.1 8.2
+10.82
10 AC PATH
CONTROL LINE 1
CONTROL LINE A-28

AT CENTER OF PATH
9'

CONFORM TO (E) AC PATH

SEA CLOUD PARK
10 9
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CONTROL LINE 1
CONTROL LINE A-29

START AT CONTROL
LINE 1 STA 262+57.87
STA 0+18.00
EL 10.82 FT NAVD
STA 0+71.54

CONFORM AT (E) PAVEMENT
EL 7.7± FT NAVD
STA 0+55.04
EL 8.65 FT NAVD
RETAINING WALL 35
STA 0+23.59
EL 10.72 FT NAVD
STA 0+49.05
EL 8.68 FT NAVD
STA 0+65.54
EL 7.81 FT NAVD
+
+
+
+

HANDRAIL

SEE DETAIL
+
+
10 10
10 10
5 FT WIDE RAMP

PROTECT
(E) ELECTROLIER

IN PLACE SD
SD
CONTROL LINE A-29

PROTECT (E) SDCB

AND SD IN PLACE

WHITE LETTERING
"NO PARKING"
12" MIN HEIGHT

HATCHED LINES AT
36" OC MAX
(BLUE OR WHITE)
8'

BLUE BORDER
(4) BOLLARDS AS
SHOWN. SEE DETAIL
THIS SHEET.
9 8
5'x6' RAMP

LANDING
5 FT WIDE RAMP
5'x6' RAMP LANDING
0 4
8 12
-10 -5 0 5 10
0 4
8 12
-15

CONTROL
LINE A-29

EXISTING
GRADE

HANDRAIL

SEE DETAIL

RETAINING
WALL 35 5' RAMP
3'-0"
16" DIA
3'-0"
3"

PORTLAND CEMENT
CONCRETE (6 SACK)
4" SCH 40 STEEL PIPE

FINISH GRADE
4" THREADED CAP
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\Access Point (AP)\ACCESS_POINT_XS_29-35.dwg NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-28 AND A-29 LAYOUTS.

2. SEE SHEET RW 05 FOR RETAINING WALL 35 PROFILE.

2. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

3. POINT ELEVATIONS AND STATION GOVERN DESIGN.

4. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN. TRAIL ACCESS PATH AT STA 256+67 AND TRAIL ACCESS RAMP AT STA 262+58
AP32
HOR. SCALE: 1' = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

CROSS SECTION
-
A
C10
5 -
C10
5 -
A
-
SCALE: 1" = 10'
PLAN
SCALE: 1" = 5'
PLAN
1 ARO CONFORMED SET07/31/20

BOLLARD
-
1 NTS
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS
7 7
7 7
ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 542
BCDC
BCDC
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/
270+00270+00
0+00
1+00
1+07
270+00
STA 0+18.00
EL 10.82 FT NAVD
+
CONTROL LINE A-32

START AT CONTROL
LINE 1 269+76.06
CONTROL LINE 1
CONTROL LINE A-32

AT CENTER OF PATH
STA 1+07.00

CONFORM TO

EXISTING PATH
EL 6.6 FT NAVD ±
+
10 FT WIDE CONC PATH

GATESHEAD PARK
10 10
10 10
9 8
7 +10.65
+8.84
BCDC
BCDC
BCDC
BCDC
/
/
/
/
/
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/
/
/
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/
/
272+00
0+00
0+71
272+00
272+00
+7.2
+7.30
+8.93
+10.47
+11.18
+11.18
+11.00

11.00+ CONTROL LINE A-33
BEGIN AT CONTROL LINE 1
STA 272+05.93
CONTROL LINE A-33

AT CENTER OF PATH
CONTROL LINE 1
6 FT x 10 FT

BOTTOM LANDING

CONFORM AT (E) BACK OF CURB

GATESHEAD PARK
10 10
10 10
10 FT WIDE RAMP
TOP EL 10.47 FT NAVD
BOTTOM EL 7.30 FT NAVD
5FT x 10 FT TOP LANDING
10 8
9 SEE SHEET PS 27 FOR

CONTINUATION OF

CONCRETE PATH
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
XXX
PLOT DATE: 7/13/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\Access Point (AP)\ACCESS_POINT_XS_29-35.dwg NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-32 AND A-33 LAYOUTS.

2. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

3. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

4. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

5. STAIRS SHALL MEET BUILDING CODE AND ADA REQUIREMENTS.

AP34
TRAIL ACCESS PATH AT STA 269+76 AND
TRAIL ACCESS STAIRS AT STA 272+06
C19
3 SCALE: 1" = 10'
PLAN
SCALE: 1" = 10'
PLAN
1 ARO CONFORMED SET07/31/20
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS
7 7
C10
8 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 7 543
+10.82
BCDC
BCDC
BCDC
/
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286+00
0+00
0+60
+10.82
BCDC
BCDC
BCDC
/
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/
/
286+00
0+00
0+60
CONTROL LINE A-36

START AT CONTROL
LINE 1 STA 286+24.92
STA 0+18.00
EL 10.82 FT NAVD
STA 0+35.12
EL 10 FT NAVD
STA 0+55.87
EL 9 FT NAVD
CONTROL LINE A-36

AT CENTER OF PATH

CONFORM TO (E) AC PATH
EL 8.8 FT NAVD ± CONTROL LINE 1
10 FT WIDE AC PATH
10 10
10 10
/
/
/
/
/
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/
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/
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/
291+00/
/
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/
/
/
/
291+00

STANDARD STAIRS
TOP EL 10.74 FT NAVD
BOTTOM EL 8.99 FT NAVD
8 FT WIDE, 11 INCH TEAD, 3 RISERS
TOP OF STAIRS AT CONTROL LINE A-37 STA 0+22.23
CONTROL LINE A-37
BEGIN AT CONTROL LINE 1
STA 291+29.24

CONFORM TO (E) AC PATH
CONTROL LINE 1
CONTROL LINE A-37
+10.82
+10.748.99+
+8.91

TIMBERHEAD
LANE
10 10
10 AC PATH
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
PLOT DATE: 7/13/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\Access Point (AP)\ACCESS_POINT_XS_36-42.dwg AP36
TRAIL ACCESS PATH AT STA 286+25 AND
TRAIL ACCESS STAIRS AT STA 291+29
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SCL) FOR CONTROL LINE A-36 AND A-37 LAYOUT.

2. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

3. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

4. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

5. STAIRS SHALL MEET BUILDING CODE AND ADA REQUIREMENTS.

C19
3 C10
7 SCALE: 1" = 10'
PLAN
SCALE: 1" = 5'
PLAN
C10
1 1 ARO CONFORMED SET07/31/20
7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 544
0 10
5 15
0 10
5 15

BAY TRAIL

RETAINING
WALL 37

EXISTING GRADE

MATCHLINE
SEE ELEVATION A-39-B

HANDRAIL

SEE DETAIL
BCDC
BCDC
BCDC
/
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//
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303+00
304+00
305+00
306+00
0+00
1+00
0+00
0+43
BCDC
BCDC
BCDC
/
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/
/
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//
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303+00
304+00
305+00
306+00
0+00
1+00
0+00
0+43
CONTROL LINE 1
BEGIN CONTROL LINE A-39-A
AT CONTROL LINE 1
STA 303+65.80
BEGIN CONTROL LINE A-40
AT CONTROL LINE 1
STA 306+03.25
FLOODWALL 18
RETAINING WALL 37
RETAINING WALL 38

BAFFIN STREET

10.6 12.1 11.2

10.7 10.8

12.3 11.5

10.8 11.2

11.1 7.8

7.6 7.8

8.2 7.8

9.4 8.1

11.2 10.4
10 BEGIN CONTROL LINE
A-39-B AT CONTROL LINE 1
STA 306+05.50

CONFORM WITHIN SIDEWALK

CONFORM AT (E) BACK OF WALK
CONTROL LINE A-39-A AT CENTER OF RAMP
CONTROL LINE A-39-B
CONTROL LINE A-40

AT CENTER OF

PATH AND BRIDGE

8.31+
+10.36
+10.45
+10.82
+10.82
10 10
10 10
10 WIDTH OF RAMP TO CONFORM
TO EXISTING PATH8.20+
0 10
5 15
0 10
5 15

BAY TRAIL
PATH
RETAINING WALL 38

MATCHLINE
SEE ELEVATION A-39-A

EXISTING
GRADE
0 10
5 15
0 10
5 15
-10 -5 0 5 10-15 15
7'± WIDE
RAMP

CONTROL
LINE A-39-A

EXISTING GRADE
LEVEL

FINISH GRADE

HANDRAIL

SEE DETAIL

CONC RAMP
0 10
5 15
0 10
5 15
-10 -5 0 5 10-15 15
6'

CONTROL
LINE A-39-B

CONC PAD FOR

TRAILSIDE

AMENITIES
RETAINING WALL 38

EXISTING GRADE

PROPOSED GRADE
6'
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\Access Point (AP)\ACCESS_POINT_XS_36-42.dwg HOR. SCALE: 1" = 10'
VERT. SCALE: 1" = 10'

ELEVATION, (FT NAVD)
ELEVATION: CONTROL LINE A-39-A
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION
-
A
HOR. SCALE: 1" = 10'
VERT. SCALE: 1" = 10'
ELEVATION: CONTROL LINE A-39-B

ELEVATION, (FT NAVD)ELEVATION, (FT NAVD)
AP38
TRAIL ACCESS RAMP AT STA 303+73 AND
TRAIL ACCESS PATH AT STA 306+06
C10
5 -
A
-
B
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION
-
B
C10
5 ELEVATION, (FT NAVD)
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SCL) FOR CONTROL LINE A-39 LAYOUT.

2. SEE SPG SHEETS FOR FLOODWALL 18 PROFILE.

3. SEE SHEET RW 05 FOR RETAINING WALL 37 AND 38 PROFILES.

4. RETAINING WALL TYPE AB1 AS APPLIES. SEE SHEET S-D01.

5. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

6. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

7. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.
-
-
-
SCALE: 1" = 20'
PLAN
-
C19
3 1 ARO CONFORMED SET07/31/20
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS C10
8 7
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 545
/////
/
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//
/
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/
1+00
0+00
0+43
/////
/
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//
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/
/
/
/
/
1+00
0+00
0+43

BINNACLE LANE
+10.82
BEGIN CONTROL LINE A-41 AT CONTROL LINE 1
STA 306+22.48
CONTROL LINE A-41

RECONSTRUCT AC PATH

CONFORM TO (E) AC PATH
ELEV = 9.7 FT NAVD±
CONTROL LINE 1
5'
10 10
CONTROL LINE 1-E
11 FLOODWALL 19
/
/
/
/
/
/
/
/
/
/
/
/
////
/
/
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//
/ /
311+00
6+00
0+00
0+64
/
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/
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////
/
/
/
//
/ /
311+00
6+00
0+00
0+64
CONTROL LINE A-42

START AT CONTROL
LINE 1 STA 311+00.18
STA 0+17.33
EL 10.82 FT NAVD
STA 0+55.64
EL 9 FT NAVD
CONTROL LINE 1
STA 0+34.59
EL 10 FT NAVD
CONTROL LINE A-42

PORT ROYAL PARK
8'-6"±

CONC PATH

CONFORM TO (E) PATH WIDTH

CONFORM TO (E) CONC PATH
ELEV 8.6 FT NAVD±
10 10
10 CONC SLAB
CONTROL LINE 1-E

GABION WALL
START AT CONTROL LINE 1E
STA 6+02.33
11 FLOODWALL 19
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\Access Point (AP)\ACCESS_POINT_XS_36-42.dwg AP40
TRAIL ACCESS PATHS AT STA 306+22 AND STA 311+00
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-41 AND A-42 LAYOUTS.

2. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

3. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

4. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

SCALE: 1" = 5'
PLAN
SCALE: 1" = 5'
PLAN
C10
1 C19
3 1 ARO CONFORMED SET07/31/20
3 ES 5/14/2021 REVISIONS TO FW 19
3 3
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 7 7
546
/
/////
/
/
//
/
/////
/ / / / / / / / / / /
+10.82
317+00

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 11+00
12+00
/
/////
/
/
//
/
/////
/ / / / / / / / / / /
+10.82
317+00

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 11+00
12+00

CONFORM TO EXISTING CONC PATH
10 10
5 11
CONTROL LINE 1-E

GABION WALL
FLOODWALL 19
7 8
9 (E) FENCE
10 GABION WALL 4.79%
+10.82
+8.33
////
/
/
/
/
/
/////
/ / / / / / / / / / / /
322+00
323+00

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 17+00
+10.74
+8.41
+10.82
+8.33
////
/
/
/
/
/
/////
/ / / / / / / / / / / /
322+00
323+00

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 17+00
+10.74
+8.41

BEGIN CONTROL
LINE A-44 AT
CONTROL LINE 1 STA 322+34.17

STANDARD STAIRS
TOP EL 10.74 FT NAVD BOTTOM EL 8.41 FT NAVD
9 FT WIDE, 11 INCH TREAD, 4 RISERS
TOP OF STAIRS AT CONTROL LINE A-44 STA 0+19.00

ROCK HARBOR LANE
CONTROL LINE A-44
10 10
5 CONFORM TO (E)

AC PATH
CONTROL LINE 1-E
FLOODWALL 19
6 7
8 9
11 8

GABION WALL
(E) FENCE

GABION WALL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\Access Point (AP)\ACCESS_POINT_XS_36-42.dwg AP41
TRAIL ACCESS STAIRS AT STA 316+87 AND AT STA 322+34
C10
7 NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-44 LAYOUT.

2. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

3. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

4. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

5. STAIRS SHALL MEET BUILDING CODE REQUIREMENTS. STAIRS AT STA 322+34 SHALL ALSO MEET ADA REQUIREMENTS.

SCALE: 1" = 10'
PLAN
SCALE: 1" = 10'
PLAN
1 ARO CONFORMED SET07/31/20
3 ES 5/14/2021 REVISIONS TO FW 19
3 3
7 7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 547
BCDC
BCDC
/
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/
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/
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/
/
/
/
/
/
+10.82
+9.82±
333+00
2 12"H : 6"V STAIRS WITH HANDRAIL

CONFORM TO EXISTING AC PATH

SEE DETAILS AND

ROCK HARBOR LANE

BELMONT SLOUGH
CONTROL LINE 1 STA 333+19.33
CONTROL LINE 1
10 10
10 BCDC
BCDC
+10.82
+10.73
//
/
//
/
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//
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/ /
341+00
342+00
+10.82
+7.1

CONFORM TO EXISTING PATH
CONTROL LINE 1 STA 341+87.28
10 10
10 10
9 8
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
AP43
TRAIL ACCESS STAIRS AT STA 333+19 AND
TRAIL ACCESS PATH AT STA 341+87
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-45 AND A-46 LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILE FOR RETAINING WALLS.

3. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

4. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

5. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

SCALE: 1" = 10'
PLAN
SCALE: 1" = 10'
PLAN
S-C07
C
C8
5 1 ARO CONFORMED SET07/31/20
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS
7 7
ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 548

FINISH GRADE
3" ASPHALT CONCRETE

PAVING OR DG
10" CLASS II AGGREGATE
BASE, MINIMUM 95% RELATIVE

COMPACTION REQUIRED

PREPARED SUBGRADE,
TOP 10-12" SHALL HAVE A
MINIMUM 95% RELATIVE

COMPACTION

GEOGRID UNLESS

SUBGRADE IS LIGHTWEIGHT

CONCRETE
3'-6" MINIMUM
25 8"

SS TOP RAIL

SS POST AND TOPCAP
SADDLE

SS POST, SPACING AS

REQUIRED
SS 3
6" Ø CABLE AT
2-3/4" O.C. TYPICAL
2-3/4" SS COVER PLATE
3'-6" MINIMUM
25 8"
34" - 38"

SS TOP RAIL

SS POST AND TOPCAP
SADDLE
1-1/2" Ø SS HAND RAIL

SS ADJUSTABLE HAND

RAIL BRACKET

SS POST, SPACING AS

REQUIRED
SS 3
6" Ø CABLE AT
2-3/4" O.C. TYPICAL
2-3/4" SS COVER PLATE
1' MIN HANDRAIL EXTENSION APPLIES

WITH AND WITHOUT GUARDRAIL
4" MAX
6'
6' CHAIN LINK FENCE

SEE SPECIFICATIONS
6'

BOLT TO TOP OF WALL USING

SS HARDWARE AS PER

MANUFACTURER'S

RECOMMENDATION

BOLT TO FOOTING OF WALL

USING SS HARDWARE AS PER

MANUFACTURER'S

RECOMMENDATION
4" AC
6" CLASS 2 AB, 95% RC
2 1
4"
3'

SS RAIL
2" DIAMETER
2"
2"2"

FINISH FACE

OF WALL
3"

ANCHORAGE PER

MANUFACTURER'S

RECOMMENDATIONS

FINISH FACE

OF WALL

DETAIL A

MINIMUM EDGE DISTANCE PER

MANUFACTURER REQUIREMENTS

MINIMUM EMBEDMENT

PER MANUFACTURER

REQUIREMENTS
3'

RAILING POST

BASEPLATE SIZE AND

THICKNESS PER

MANUFACTURER

REQUIREMENTS

TOP OF FINISHED

CONCRETE SLAB

CONCRETE ANCHOR SIZE AND

TYPE PER MANUFACTURER

REQUIREMENTS

DETAIL A

WIDTH AS NOTED
4' MIN 6", TYP
4' MIN
UPPER LANDING, SLOPE = 0.02
LOWER LANDING, SLOPE = 0.02
3' MIN
STAIRS

SEE DETAIL

HANDRAIL

SEE DETAIL

HANDRAIL

SEE DETAIL
STAIRS

SEE DETAIL

SECTION A-AA
A
1' MIN HANDRAIL EXTENSION, TYP
1'-0"
1'-0"
12"

WIDTH AS NOTED
6' MIN 6", TYP
5' MIN
UPPER LANDING, SLOPE = 0.02
LOWER LANDING, SLOPE = 0.02
4' MIN
RAMP, MAX SLOPE = 0.0833

HANDRAIL

SEE DETAIL

SECTION A-AA
A
1' MIN HANDRAIL EXTENSION, TYP
12" MIN
12" MIN

HANDRAIL

SEE DETAIL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

CONSTRUCTION DETAILS
C10

TRAIL PAVEMENT SECTION
--
1 SCALE : 1" = 2'

GUARDRAIL DETAIL
--
2 SCALE : NTS

GUARDRAIL WITH HANDRAIL DETAIL
--
3 SCALE : NTS

FENCE ON TOP OF FLOODWALL DETAIL
--
6 SCALE : NTS

WALL MOUNTED HANDRAIL DETAIL
--
4 SCALE : NTS

FLOOR MOUNTED HANDRAIL DETAIL
--
5 SCALE : NTS

STANDARD STAIRS
--
7 SCALE : NTS
- -
5 S-C07
C
- -
5 S-C07
C

WALL MOUNTED HANDRAIL DETAIL
--
4 SCALE : NTS
1 ARO CONFORMED SET07/31/20
ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS7 7 7

STANDARD RAMP
--
8 SCALE : NTS
7 - -
5 - -
5 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]7 549
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

PAVEMENT OVERLAY

SEE SITE FURNISHING

LAYOUT PLANS

CONCRETE PATH

AND STAIRS

NO STRIPING

CONFORM TO (E) PATH
214+00
215+00
216+00
217+00
218+00
219+00
214+00
215+00
216+00
217+00
218+00
219+00
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

CONCRETE PATH

TIE INTO EXISTING PATH
219+00
220+00
221+00
222+00
223+00
224+00
219+00
220+00
221+00
222+00
223+00
224+00
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 22

SCALE VERIFICATION
1 ARO CONFORMED SET07/31/20
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 550
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS
MATCH LINE 223+50SEE PREVIOUS SHEET
MATCH LINE 228+50SEE BELOW

WHEEL HOUSE LANE

BELMONT SLOUGH

WHEEL HOUSE LANE
224+00
225+00 226+00
227+00
228+00
224+00
225+00 226+00
227+00
228+00
228+50
6' WIDE PEDESTRIAN

CROSSING, SEE
DETAILS 4 AND 6 ON
SHEET PS 36
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

AC PAVEMENT

CONFORM TO EXISTING PATHS
3" GRANITECRETE
OVER 10" CLASS 2 AB

CONCRETE PAD

FOR BENCH
MATCH LINE 228+50
SEE ABOVE MATCH LINE 233+66

SEE NEXT SHEET

BELMONT SLOUGH
229+00
231+00
232+00
233+00
231+00
232+00
233+00
228+50
230+00
230+26
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 23

SCALE VERIFICATION
1 ARO CONFORMED SET07/31/20
9 ES 05/21/21 DONOR BENCH GRADING [DELETED]
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 15 ES 12/10/21 FEWER DONOR BENCH RELOCATIONS
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 551
254+00 255+00 256+00
257+00
258+00
254+00 255+00 256+00
257+00
258+00
6' WIDE PEDESTRIAN

CROSSING, SEE
DETAILS 4 AND 6 ON
SHEET PS 36
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

CONCRETE PLATFORM

NO PAVING STRIPING

CONCRETE PLATFORM

NO PAVING OR STRIPING

CONCRETE PLATFORM

NO PAVING OR STRIPING

ASPHALT CONCRETE PATH

NO STRIPING

CONFORM TO (E) PATH
258+00
259+00
260+00
261+00
262+00
263+00
258+00
259+00
260+00
261+00
262+00
263+00
6' WIDE PEDESTRIAN

CROSSING, SEE DETAILS
4 AND 6 ON SHEET PS 36SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS
6' WIDE PEDESTRIAN

CROSSING, SEE
DETAILS 4 AND 6 ON
SHEET PS 36

CONCRETE RAMP

AND PATH

NO STRIPING

AC PAVEMENT

ACCESS PATH

NO STRIPING

CONFORM TO (E) PATH

AC PAVEMENT

ACCESS PATH

NO STRIPING
SEE AP32 FOR

STRIPING DETAILS
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 26

SCALE VERIFICATION
1 ARO CONFORMED SET07/31/20
7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7
7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 552
6' WIDE PEDESTRIAN

CROSSING, SEE
DETAILS 4 AND 6 ON
SHEET PS 36
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING
DETAILS SEE DETAIL 3 ON SHEET PS 36

FOR STRIPING DETAILS

CONCRETE PATH

NO STRIPING

CONFORM TO (E) PATH

CROSSING, SEE
DETAILS 4 AND 6 ON
SHEET PS 36
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

AC PAVEMENT PATH, SEE
DETAIL 1 ON SHEET PS 38

FOR PAVING EXTENTS

CONCRETE RAMP

CONFORM TO BACK OF

SIDEWALK

AC PAVEMENT PATH

CONFORM TO BACK OF

SIDEWALK

AC PAVEMENT

ACCESS PATH

CONFORM TO (E)
PATH

CONCRETE PLATFORM, NO

PAVING OR STRIPING
6' WIDE PEDESTRIAN

CROSSING, SEE
DETAILS 4 AND 6 ON
SHEET PS 36
R50.0'
R193.0'
R107.0'

4.0'
304+00
305+00
306+00
307+00
308+00
309+00
304+00
305+00
306+00
307+00
308+00
309+00
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 31

SCALE VERIFICATION
3 ES 5/14/21 REVISIONS TO FW19
1 ARO CONFORMED SET07/31/20
3 3
3 7 ES 11/05/21 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS 7 7 ES 07/14/22 HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED] 553
MATCH LINE 262+00SEE NEXT SHEET
MATCH LINE 252+00SEE PREVIOUS SHEET
10 BELMONT SLOUGH

SEA CLOUD PARK
CAYMAN
LANE
10 252+00
253+00
254+00
255+00
256+00
257+00
258+00
259+00
260+00
261+00
262+00
252+00
253+00
254+00
255+00
256+00
257+00
258+00
259+00
260+00
261+00
262+00
7 3

LEGEND - IRRIGATION ZONES

SYMBOL DESCRIPTION
New Irrigation using Stream Rotors with low (< 0.7" / hr per MWELO 2015) precipitation rate nozzles.

Irrigation adjustment. See General Note.24 Sheet L1.00
New Irrigation using Sub-surface Drip Irrigation
No Irrigation, UON
Mulch Only, See Specs

LEGEND - MITIGATION PLANTING IRRIGATION

SYMBOLMANUFACTURER DESCRIPTION
Drip Irrigation Supply Line: On surface. UVR Sch 40
PVC Brown Pipe, 1" diameter.

Existing 4" Park Mainline: VIF
Varies Cam Coupler. See Reference Notes
Salco / GPH
Specflow
1/2" FPT, 4.0 GPH pressure compensating bubblers
w/ check-valve, connected to 1/2" I.D. PVC Flex
Hose distribution pipes. (1) emitter per plant. See
Specs. See Irrigation Details.

REFERENCE NOTES
2" Cam Coupler in Valve Box: See Connect to park main line. 2" Stand Pipe w/ Cam Coupler: See
1" Manual Flush Valve: See Irrigation Details
/L-804 71M
2M /L-804 8
3M

REFERENCE NOTES
See Civil Drawings for trenching and sidewalk placement & restoration See Civil Drawing C.11 for retaining wall around backflow pad.

Adjust existing irrigation system to provide optimum sprinkler coverage of area previously under pathway. Includes cutting / capping / extending lateral lines. Adjusting sprinkler head locations and/or adding new sprinklers as required. Cleaning of sprinkler nozzles and replacement with new nozzles if required to ensure even coverage, adjustment of spray-arc, with no overthrow onto paving areas or fences.
1 2
3 10

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622

IRRIGATION PLAN
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

EDSCAP RCA
L-1.27
xx
5%#.'
+0%*(''6
Addendum No. 606/22/2020BFS1
HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS11/05/2021BFS 7 554
MATCH LINE 262+00SEE NEXT SHEET
MATCH LINE 252+00SEE PREVIOUS SHEET
10 BELMONT SLOUGH

SEA CLOUD PARK
CAYMAN
LANE
10 252+00
253+00
254+00
255+00
256+00
257+00
258+00
259+00
260+00
261+00
262+00
252+00
253+00
254+00
255+00
256+00
257+00
258+00
259+00
260+00
261+00
262+00
7 PLANTING ZONE LEGEND: SEE L2.00 SPECIES LEGEND

SYMBOL AREA

SHRUBS AND ORNAMENTAL GRASSES AT PUBLIC ACCESS AREAS
- INSTALL COIR EROSION CONTROL FABRIC ON ALL SLOPES.
- SEE SPECIFICATIONS.
- IRRIGATED

GROUNDCOVERS AT PUBLIC ACCESS AREAS
- INSTALL COIR EROSION CONTROL FABRIC ON ALL SLOPES.
- SEE SPECIFICATIONS.
- IRRIGATED
ICE-PLANT TYPE-1 GROUNDCOVER ALONG BEACH PARK BOULEVARD ONLY - CUTTINGS OBTAINED FROM EXISTING PROJECT AREAS TO BE CLEARED

AND GRUBBED, AND EXISTING AREAS ADJACENT TO PROJECT IDENTIFIED IN THE FIELD.
- PLANTED APPROXIMATELY 12-INCHES ON CENTER.
- INSTALL COIR EROSION CONTROL FABRIC & 1 1
2" THK. MULCH.
- SEE SPECIFICATIONS.
- NON-IRRIGATED
ICE-PLANT TYPE-2 GROUNDCOVER ALONG PRIVATE RESIDENTIAL EDGES - CUTTINGS OBTAINED FROM ADJACENT PROJECT AREAS AS IDENTIFIED IN THE FIELD.
- PLANTED APPROXIMATELY 36-INCHES ON CENTER.
- EXISTING SHRUBS REMOVED TO BE REPLACED IN KIND, 5-GAL SIZE. - EXISTING TREES REMOVED TO BE REPLACED IN KIND, 15-GAL SIZE. - INSTALL 1 12" THK. MULCH.
- SEE SPECIFICATIONS.
- NON-IRRIGATED OR EXISTING SPRINKLER IRRIGATION MODIFIED TO NEW LIMITS WHERE PRESENT.

TURF - SOD
- VARIETY TO MATCH EXISTING ADJACENT TURF AND AS APPROVED BY OWNER.
- EXISTING SPRINKLER IRRIGATION MODIFIED TO NEW LIMITS.

SYNTHETIC TURF
- SEE TYPICAL DETAIL ON SHEET L2.05

MULCH ON WEED MAT
- INSTALL COIR EROSION CONTROL FABRIC ON ALL SLOPES.
- SEE SPECIFICATIONS.

MITIGATION PLANTING ZONE LEGEND: SEE L2.00 SPECIES LEGEND

SYMBOL AREA
HYDROSEED AREA-1: OUTBOARD OF LEVEE
- INSTALL COIR EROSION CONTROL FABRIC ON ALL SLOPES.
- SEE SPECIFICATIONS. SEE L2.00 FOR SPECIES AND PLANTING ELEVATIONS.
- NON-IRRIGATED
HYDROSEED AREA-2: REFUGE BENCH AT BELMONT SLOUGH AND O'NEILL SLOUGH
- SEE SPECIFICATIONS. SEE L2.00 FOR SPECIES AND PLANTING ELEVATIONS.
- NON-IRRIGATED
HYDROSEED AREA-3: INBOARD OF LEVEE
- INSTALL COIR EROSION CONTROL FABRIC ON ALL SLOPES.
- SEE SPECIFICATIONS. SEE L2.00 FOR SPECIES AND PLANTING ELEVATIONS.
- NON-IRRIGATED

1. Hatch patterns may be rotated from the original shown in the Planting Zone Legend based on the orientation of the plan area in this sheet.

2. Hydroseed areas assume an additional 5-ft buffer beyond toe of graded slope for construction impacts and conform. Do not hydroseed over existing native plants in this buffer area.

GENERAL NOTES - PLANTING ZONES

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622

PLANTING PLAN
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

EDSCAP RCA
5%#.'
+0%*(''6
L-2.27
x xHO
HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS11/05/2021BFS 7 7 BFS
07/14/22
HOA CONFORMS AND ACCESSIBILITY ADJUSTMENTS [REISSUED]
555
EQ. EQ.
℄
1'-6"
℄
6'-0" 18'-0"
14'-0"
10'-0"

T R A I L
℄ ℄
℄
18'-3"
℄
℄
18'-0"
℄
℄
S1
6 S3
2 ℄
0'-6"
℄
℄
1'-6"
2'-4"
℄
℄
℄

T R A I L
0'-6"
℄
2'-6"
4'-2"
℄
2'-0"
TI 3
1 5'-11"

S W O R D F I S H STREET

T R A I L
℄
℄
TI 3
0'-6"
0'-6"
℄
S1
℄
1 4
11'-9"
℄
2'-0"
0'-9"

T R A I L
℄
℄
1'-6"
℄
℄
1'-6"
℄
0'-6" ℄
℄
℄
0'-6"
℄
9'-6"5'-6"
20'-7"
TI 3
S1 S1
1 0'-6"
7 4
5'-0"

F O S T E R C I T Y BLVD

T R A I L
℄
0'-6"
℄
2'-6"
℄
℄
DONOR
℄℄
4'-0" 6'-0"
℄
2'-0"
TI 3
0'-6"
1 0'-6"
B E A C H P A R K BLVD.

B E A C H P A R K BLVD.
℄

PARKRESTROOM
℄
℄
1'-0"
3'-0"
℄
AIR KIT 2
5'-0"
2'-0"
14 RFI
198

T R A I L
1'-6"
℄
DONOR
℄
℄
℄
℄
TI 3
0'-8"
CANAL
GATE
EQ.
3'-0"

T R A I L
S1
S1
10'-0"
℄
1 4
5 9
0'-6"
EQ.
16'-9"
DONOR
℄
2'-0"
10'-0"
15'-0" ℄
℄
9 X

X X X X X X X X X X X X
DONOR
13'-8"
℄
2'-0"
℄
15 TI 3
S1
1 T R A I L
10'-0"
℄
4 7
TI 3
℄
℄
0'-6"℄
1 0'-6"

T R A I L
1'-0"
0'-9"

SIGN REFERENCE NOTES
Trail Identity Sign
Trail Use/ Speed/ Mile Marker Signs
Fire Access Sign
MC/MV Prohibition Sign
Alcohol Prohibition Sign - Pole Mounted
Acohol Prohibition Sign - Wall Mounted
Crosswalk Warning Sign - Left Arrow
Crosswalk Warning Sign - Right Arrow
Bird Feeding Sign
City Limit Sign
Public Shore Access Sign
Public Shore Parking Sign
See Proposed Signage Plan & Schedule for Location
See Construction Details for Sign mounting and
Graphics
1 2
3 4
5 6
7 8
9 10
11 12
1'-0"
0'-9"
DONOR
℄
℄
1'-6"
6'-0"

X X X X X X

SCALE VERIFICATION

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

EDSCAP RCA
L-3.06
x x
27 1" = 10'-0"
Site Furnishings @ STA 206+50 (Foster City Boulevard)
22 1" = 10'-0"
Site Furnishings @ STA 168+75 23 1" = 10'-0"
Site Furnishings @ STA 179+00 (Swordfish Street)
24 1" = 10'-0"
Site Furnishings @ STA 188+50
28 1" = 10'-0"
Site Furnishings @ STA 217+00
30 1" = 10'-0"
Site Furnishings @ STA 229+00
29 1" = 10'-0"
Site Furnishings @ STA 222+00
26 1" = 10'-0"
Site Furnishings @ STA 200+25

SITE FURNISHINGS - LAYOUT PLANS
25 1" = 10'-0"
Site Furnishings @ STA 194+00
30a 1" = 10'-0"
Site Furnishings @ STA 232+00
SIMILAR AT STA 233+55;
STA 235+30;
STA 236+70;
STA 241+00
915
[REISSUED]
556
S1
4 5'-0"℄

T R A I L
℄
℄

T R A I L
0'-6"
℄
1'-6"
℄
4'-0"
℄
TI 3
0'-6"
1 GATESHEAD PARK
S1 ℄
5 10'-0"
7 2'-6"
3'-6"
℄
0'-6"

T R A I L
℄
0'-6"
℄
TI 3
1 1'-6"
℄
S1
℄
10'-0"
4 5

T R A I L
0'-6"
℄
℄
1'-6"
℄
℄
℄
2'-6"
4'-0"
13'-0"
℄
TI 3
0'-6"
1 T R A I L
℄
℄
TI 3
0'-6"
0'-6"
℄
1 7
XXXXX

T R A I L
℄
℄ ℄
℄
1'-6"
4'-0"
1'-6"1'-6"

T R A I L
EQ. EQ.
0'-6"
℄
℄
TI 3
℄
S1
1 4

O' NEILLSLOUGH TRAIL
TI 3

T R A I L
0'-6"
℄
℄
℄
℄
1'-6" 4'-0"
0'-6"
℄
℄
S1
1 4
℄ 20'-0"
℄
341+00
4'-0"
1'-6"℄

T R A I L

SEA CLOUD PARK
DONOR

T R A I L
℄
℄
0'-6"
℄
TI 3
0'-6" ℄
℄
1 5'-0"1'-6"
15 T R A I L
℄
TI 3
S1
1 4
PORT
ROYAL
PARK

PORT ROYAL
PARK
7 AIR KIT 2
1'-0"
5'-0"
4'-0"
8'-0"

OUTSIDE OF

LAWN SPRINKLER
ZONE
℄
℄ RFI
198
TI 3
℄
℄
℄
0'-6"
0'-6"
℄
1 T R A I L
S1
18'-0"
℄

T R A I L
4 7
S1
S1
10'-0"
4 3
℄
℄
℄
℄
BAFFIN
COURT

T R A I L
℄
4'-0"
1'-6"℄
℄
4'-0"

T R A I L

SEA CLOUD PARK
DONOR
DONOR

T R A I L
℄
0'-6"
℄
℄℄ 2'-6"
4'-0"
TI 3
0'-6"
℄
1'-6"℄
S1
1 9
℄
10'-6"
4 SEA CLOUD PARK
7 S1
10'-0"℄
4 SIGN REFERENCE NOTES
Trail Identity Sign
Trail Use/ Speed/ Mile Marker Signs
Fire Access Sign
MC/MV Prohibition Sign
Alcohol Prohibition Sign - Pole Mounted
Acohol Prohibition Sign - Wall Mounted
Crosswalk Warning Sign - Left Arrow
Crosswalk Warning Sign - Right Arrow
Bird Feeding Sign
City Limit Sign
Public Shore Access Sign
Public Shore Parking Sign
See Proposed Signage Plan & Schedule for Location
See Construction Details for Sign mounting and
Graphics
1 2
3 4
5 6
7 8
9 10
11 12

SCALE VERIFICATION

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

EDSCAP RCA
L-3.07
x x
34 1" = 10'-0"
Site Furnishings @ STA 272+00 36 1" = 10'-0"
Site Furnishings @ STA 286+00
38 1" = 10'-0"
Site Furnishings @ STA 305+50
40 1" = 10'-0"
Site Furnishings @ STA 322+50 41 1" = 10'-0"
Site Furnishings @ STA 329+75
42 1" = 10'-0"
Site Furnishings @ STA 331+00 43 1" = 10'-0"
Site Furnishings @ STA 341+50
31 1" = 10'-0"
Site Furnishings @ STA 254+00/ @ STA 255+00
33 1" = 10'-0"
Site Furnishings @ STA 263+00
37 1" = 10'-0"
Site Furnishings @ STA 295+25
39 1" = 10'-0"
Site Furnishings @ STA 311+00
35 1" = 10'-0"
Site Furnishings @ STA 276+0032 1" = 10'-0"
Site Furnishings @ STA 256+50

SITE FURNISHINGS - LAYOUT PLANS
9 15
[REISSUED]
557
MATCH LINE 46+00

SEE NEXT SHEET
MATCH LINE 38+00

SEE PREVIOUS SHEET
APN 094-130-010
EMID
APN 094-130-050FOSTER CITY
APN 094-130-060

CALTRANS
(ENCROACHMENT PERMIT)

SAN FRANCISCO BAY

BAYWINDS PARK
CONTROL LINE A-1
CONTROL LINE A-2
CONTROL LINE 1
CONTROL LINE A-3
STA 38+58.90 CONTROL LINE 1
STA 0+00 CONTROL LINE A-2
STA 44+79.61 CONTROL LINE 1
STA 0+01.50 CONTROL LINE A-3
FLOODWALL 3
0+76
0+00
0+00
1+00
2+00
3+00
3+02
0+00
1+00
2+00
L205
C201
L206
C202
L207
37+00
38+00
39+00
40+00 41+00 42+00 43+00 44+00 45+00
46+00
47+00
PCC: 38+02.23
PT: 38+27.32
PC: 38+78.75
PT: 39+45.66
PC: 44+30.35PT: 44+39.55
PC: 45+41.23
PCC: 45+73.58
PCC: 47+66.49
C15
L10
C16
L11
C17
L12 C18
C19
L432
L433 L434
L435
L436
L437
L438
L439
L440
L441
L442
L443
L444
0+00
0+75
L201
L202
L200
0+00
1+00
CURVE TABLE: CONTROL LINE 1
CURVE #
C15
C16
C17
C18
RADIUS

89.00 100.00
100.00

90.00 LENGTH

25.09 66.92

9.20 32.34
DELTA
16°09'11.07"
38°20'25.84"
5°16'15.71"
20°35'28.43"

START POINT
N2036212.73, E6045969.07
N2036154.37, E6046018.17
N2035607.37, E6046031.03
N2035496.79, E6046039.04

END POINT
N2036195.21, E6045986.91
N2036092.00, E6046038.74
N2035598.18, E6046031.31
N2035465.67, E6046047.17
LINE TABLE: CONTROL LINE 1
LINE #
L10
L11
L12
LENGTH

51.43 484.69
101.68

BEARING
S37° 25' 43.28"E
S0° 54' 42.56"W
S4° 21' 33.15"E

START POINT
N2036195.21, E6045986.91
N2036092.00, E6046038.74
N2035598.18, E6046031.31

END POINT
N2036154.37, E6046018.17
N2035607.37, E6046031.03
N2035496.79, E6046039.04
LINE TABLE: CONTROL LINE A-2
LINE #
L201
L202
LENGTH

2.51 72.50

BEARING
N52° 33' 45.89"E
N13° 17' 56.33"W

START POINT
N2036170.13, E6046006.10
N2036171.65, E6046008.09

END POINT
N2036171.65, E6046008.09
N2036242.20, E6045991.42
LINE TABLE: CONTROL LINE A-3
LINE #
L205
L206
L207
LENGTH

3.99 45.39

2.96 BEARING
N85° 38' 26.85"E
S4° 12' 40.75"E
S89° 54' 20.26"E

START POINT
N2035558.16, E6046032.85
N2035551.83, E6046044.53
N2035499.04, E6046055.96

END POINT
N2035558.46, E6046036.83
N2035506.57, E6046047.86
N2035499.04, E6046058.91
CURVE TABLE: CONTROL LINE A-3
CURVE #
C201
C202
RADIUS

7.18 8.12
LENGTH

11.29 12.16
DELTA
90°08'52.40"
85°48'29.74"

START POINT
N2035558.46, E6046036.83
N2035506.57, E6046047.86

END POINT
N2035551.83, E6046044.53
N2035499.04, E6046055.96
LINE TABLE: FLOODWALL 3
LINE #
L432
L433
L434
L435
L436
LENGTH

51.13 6.00

65.00 70.00
110.00

BEARING
S85° 01' 13.10"E
S4° 45' 30.57"W
S4° 09' 33.72"E
S9° 25' 41.72"E
S14° 00' 57.69"E

START POINT
N2035622.59, E6045909.59
N2035618.15, E6045960.53
N2035612.17, E6045960.03
N2035547.34, E6045964.74
N2035478.29, E6045976.21

END POINT
N2035618.15, E6045960.53
N2035612.17, E6045960.03
N2035547.34, E6045964.74
N2035478.29, E6045976.21
N2035371.56, E6046002.85
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 05
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).
1 ARO 7/31/2020 CONFORMED SET
ES14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 17
ES 5/27/22 DELETION OF AP1 AND REVISION OF AP2
17 17
17 17
ES14 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 14 ATTACHMENT 6
558
MATCH LINE 86+00SEE NEXT SHEET
MATCH LINE 76+00

SEE PREVIOUS SHEET
APN 094-532-310
EMID
APN 094-532-370

PRIVATE

SAN FRANCISCO BAY

EAST THIRD AVENUE
CONTROL LINE 1
STA 85+70.02 CONTROL LINE 1
STA 0+00 CONTROL LINE A-8
CONTROL LINE A-8
0+00
1+00
1+60
RETAINING WALL 2
0+46
0+00
0+61
0+00
13+00 14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
22+87 -0+00
RETAINING WALL 4
76+00 77+00
78+00
79+00
80+00
81+00
82+00
83+00
84+00 85+00 86+00
PC: 76+87.71 PT: 77+25.77
PC: 79+28.37
PRC: 79+62.25
PRC: 80+57.11PT: 80+90.99
PC: 83+86.42 PT: 86+29.12
C37
L24
C38 C39
C40
L25
C41
L217
L218
L219
C204L220 L221
L222
C607
L624
C608 C609
C610
L625
C611 C612
0+46
0+00L462L463L464
L465
L466L467
LINE TABLE: CONTROL LINE 1
LINE #
L24
L25
LENGTH
202.60
295.43

BEARING
N69° 10' 59.18"E
N69° 10' 59.18"E

START POINT
N2035357.72, E6048889.88
N2035487.50, E6049231.23

END POINT
N2035429.72, E6049079.25
N2035592.49, E6049507.37
CURVE TABLE: CONTROL LINE 1
CURVE #
C37
C38
C39
C40
C41
RADIUS
600.00
1000.00
1400.00
1000.00
2000.00
LENGTH

38.06 33.88

94.86 33.88
242.70
DELTA
3°38'04.31"
1°56'28.11"
3°52'56.23"
1°56'28.11"
6°57'10.15"

START POINT
N2035343.07, E6048854.76
N2035429.72, E6049079.25
N2035442.29, E6049110.71
N2035476.00, E6049199.36
N2035592.49, E6049507.37

END POINT
N2035357.72, E6048889.88
N2035442.29, E6049110.71
N2035476.00, E6049199.36
N2035487.50, E6049231.23
N2035692.28, E6049728.45
LINE TABLE: CONTROL LINE A-8
LINE #
L222
LENGTH
160.48

BEARING
S19° 17' 34.23"E

START POINT
N2035665.53, E6049675.75

END POINT
N2035514.06, E6049728.77
LINE TABLE: RETAINING WALL 2
LINE #
L624
L625
LENGTH
202.60
295.43

BEARING
N69° 10' 59.18"E
N69° 10' 59.18"E

START POINT
N2035339.96, E6048896.63
N2035469.74, E6049237.98

END POINT
N2035411.96, E6049086.00
N2035574.73, E6049514.12
CURVE TABLE: RETAINING WALL 2
CURVE #
C607
C608
C609
C610
C611
RADIUS
581.00
1019.00
1381.00
1019.00
2019.00
LENGTH

36.86 34.52

93.57 34.52
179.27
DELTA
3°38'04.31"
1°56'28.11"
3°52'56.23"
1°56'28.11"
5°05'14.79"

START POINT
N2035325.78, E6048862.62
N2035411.96, E6049086.00
N2035424.77, E6049118.06
N2035458.02, E6049205.51
N2035574.73, E6049514.12

END POINT
N2035339.96, E6048896.63
N2035424.77, E6049118.06
N2035458.02, E6049205.51
N2035469.74, E6049237.98
N2035645.79, E6049678.65
LINE TABLE: FLOODWALL 9
LINE #
L462
L463
L464
L465
L466
L467
LENGTH

14.13 11.64

4.01 6.00

5.66 4.67

BEARING
N69° 10' 59.18"E
N69° 10' 59.18"E
N24° 15' 04.47"E
N69° 10' 59.18"E
S65° 49' 00.82"E
N69° 10' 59.18"E

START POINT
N2035559.11, E6049392.38
N2035564.13, E6049405.59
N2035568.27, E6049416.47
N2035571.93, E6049418.12
N2035574.06, E6049423.73
N2035571.74, E6049428.89

END POINT
N2035564.13, E6049405.59
N2035568.27, E6049416.47
N2035571.93, E6049418.12
N2035574.06, E6049423.73
N2035571.74, E6049428.89
N2035573.40, E6049433.25
CONTROL LINE A-7A
STA 82+81.21 CONTROL LINE 1
STA 0+00 CONTROL LINE A-7A
RETAINING WALL 2
0+46
0+00
0+61
0+00
CONTROL LINE A-7B
STA 0+05 CONTROL LINE A-7A
STA 0+00 CONTROL LINE A-7B
20+00
FLOODWALL 9
83+00
L25
L217
L218 L219
C204 L220 L221
L625
0+46
0+00 L462 L463 L464
L465
L466L467
LINE TABLE: CONTROL LINE A-7A
LINE #
L217
L218
LENGTH

5.03 41.02

BEARING
N21° 04' 15.30"W
S69° 04' 02.50"W

START POINT
N2035555.10, E6049409.03
N2035559.79, E6049407.22

END POINT
N2035559.79, E6049407.22
N2035545.14, E6049368.91
LINE TABLE: CONTROL LINE A-7B
LINE #
L219
L220
L221
LENGTH

10.21 13.74

37.00 BEARING
N69° 20' 21.61"E
N69° 10' 59.18"E
N69° 13' 06.84"E

START POINT
N2035559.79, E6049407.22
N2035563.59, E6049417.29
N2035568.47, E6049430.13

END POINT
N2035563.39, E6049416.78
N2035568.47, E6049430.13
N2035581.60, E6049464.72
CURVE TABLE: CONTROL LINE A-7B
CURVE #
C204
RADIUS
200.00
LENGTH

0.55 DELTA
0°09'22.44"

START POINT
N2035563.39, E6049416.78

END POINT
N2035563.59, E6049417.29
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 09
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).

SCALE: 1" = 20'

INSET A

SEE INSET A

THIS SHEET
1 ARO CONFORMED SET07/31/20
14 ES14 11/12/21 ACCESSIBILITY MODIFICATIONS
ES14 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 14 559

TARPON AVENUE

SAN FRANCISCO BAY

BEACH PARK BOULEVARD

PRIVATE PROPERTY
CONTROL LINE 1
STA 166+56.49 CONTROL LINE 1
STA 0+00 CONTROL LINE A-18B
STA 1+54 CONTROL LINE A-18A
STA 0+53 CONTROL LINE A-18B
0+53
0+00
1+681+00
1+00
1+50 0+00
0+33
FLOODWALL 30
166+00
167+00
168+00
169+00
170+00 171+00
172+00
173+00
174+00
175+00
176+00
PC: 166+41.78
PT: 170+51.19
C67 L44
L272
L273
L274
L275
L276
L277
L278
L279
L280
L281
L282
1+00
1+48
L721L722
L723
L724
L725
L726L727
L728
L729 L730
L731
0+00
0+61
C225
CONTROL LINE A-55A
CONTROL LINE A-55B
-0+00
0+47
C226
0+00
0+48
L503
L504
L505 L506
L507
MATCH LINE 176+00

SEE NEXT SHEET
MATCH LINE 166+00SEE PREVIOUS SHEET
APN 094-111-030
EMID
APN 094-111-040

PRIVATE
APN 096-170-180

PRIVATE
LINE TABLE: CONTROL LINE 1
LINE #
L44
LENGTH
689.74

BEARING
S1° 37' 50.09"W

START POINT
N2031007.93, E6055164.82

END POINT
N2030318.46, E6055145.20
CURVE TABLE: CONTROL LINE 1
CURVE #
C67
RADIUS
870.00
LENGTH
409.41
DELTA
26°57'45.37"

START POINT
N2031404.92, E6055081.52

END POINT
N2031007.93, E6055164.82
LINE TABLE: CONTROL LINE A-18A
LINE #
L278
L279
L280
LENGTH

23.39 8.86

14.04 BEARING
S25° 06' 21.55"E
S25° 00' 14.55"E
S64° 59' 45.45"W

START POINT
N2031437.96, E6055040.05
N2031416.78, E6055049.97
N2031408.76, E6055053.71

END POINT
N2031416.78, E6055049.97
N2031408.76, E6055053.71
N2031402.82, E6055040.99
LINE TABLE: CONTROL LINE A-18B
LINE #
L281
L282
LENGTH

23.06 29.68

BEARING
S65° 38' 12.25"W
N25° 56' 15.17"W

START POINT
N2031391.58, E6055087.70
N2031382.06, E6055066.70

END POINT
N2031382.06, E6055066.70
N2031408.76, E6055053.71
LINE TABLE: FLOODWALL 30
LINE #
L503
L504
L505
L506
L507
LENGTH

6.99 5.67

6.02 3.86

25.14 BEARING
N78° 08' 42.28"E
S56° 40' 32.96"E
S11° 21' 23.46"E
S34° 10' 18.69"W
S9° 59' 59.38"E

START POINT
N2031211.72, E6055148.10
N2031213.16, E6055154.94
N2031210.04, E6055159.68
N2031204.14, E6055160.86
N2031200.94, E6055158.69

END POINT
N2031213.16, E6055154.94
N2031210.04, E6055159.68
N2031204.14, E6055160.86
N2031200.94, E6055158.69
N2031176.18, E6055163.06
LINE TABLE: RETAINING WALL 23
LINE #
L729
LENGTH

11.92 BEARING
S24° 43' 23.66"E

START POINT
N2031399.10, E6055063.25

END POINT
N2031388.28, E6055068.24
LINE TABLE: RETAINING WALL 24
LINE #
L730
L731
LENGTH

10.00 22.92

BEARING
S65° 16' 37.16"W
N24° 43' 22.84"W

START POINT
N2031378.70, E6055073.75
N2031374.52, E6055064.66

END POINT
N2031374.52, E6055064.66
N2031395.34, E6055055.08
CONTROL LINE A-18B
0+53
0+00
RETAINING WALL 24
1+68
1+00
1+50 0+00
0+33
PC: 166+41.78
L278
L279
L280
L281
L282
1+48
L726
L729 L730
L731

RETAINING
WALL 23

CONTROL
LINE A-18A
CURVE TABLE: CONTROL LINE A-55A
CURVE #
C225
RADIUS
182.44
LENGTH

61.40 DELTA
19°16'59.01"

START POINT
N2031248.86, E6055151.06

END POINT
N2031309.93, E6055148.73
CURVE TABLE: CONTROL LINE A-55B
CURVE #
C226
RADIUS
107.52
LENGTH

47.40 DELTA
25°15'28.55"

START POINT
N2031049.88, E6055174.59

END POINT
N2031005.32, E6055189.60
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
SCALE: 1 INCH = 40 FEET
SURVEY CONTROL LAYOUT AND R.O.W.

SCL 18
NOTES:

2. COORDINATES ARE CALIFORNIA STATE PLANE, ZONE 3.

3. ALL ELEVATIONS ARE GIVEN ON NAVD 88 (2011).

SCALE: 1" = 20'

INSET A

SEE INSET A

THIS SHEET
1 ARO CONFORMED SET07/31/20
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
1414
14 560
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00
NO TRAIL IMPROVEMENT WORK. IMPROVED TRAIL. SEE

TYPICAL SECTION D
TCX 02
(E) GRADE AT CONTROL LINE 1

TOP OF FLOOD IMPROVEMENTS

NOT LOCATED AT CONTROL LINE
-0.00%
GRADE BREAK STA = 44+25.00
ELEV = 12.00
15 15
/
/
/
/
/
/
/
/
/
/
/
/ / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/

SAN FRANCISCO BAY
BCDC

BCDC BCDC

BCDC BCDC
BCDC
BCDC
BCDC
15 15
10 5
12 +12.5
/
/
/
//
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
X
X
XXX
X
X
X
37+00
38+00
39+00
40+00 41+00 42+00 43+00 44+00 45+00
46+00
47+00
/
/
//
/
/
/
/
/
0+75
0+00
0+00
CONTROL LINE 1

SHORELINE ACCESS RAMP
SEE SHEET AP2.

EMERGENCY INGRESS/EGRESS

SHORELINE ACCESS
SEE SHEET AP 3.

BEGIN FLOODWALL 03
AT STA. 44+17.7. FOR
PROFILE SEE SHEET FW-02.

FOR STRUCTURAL DETAILS
SEE S-C SHEETS.

BEGIN FLOODWALL 04
AT STA. 45+77.4.

FOR STRUCTURAL DETAILS
SEE S-C SHEETS.

BCDC BAY JURISDICTION (TYP)

BCDC SHORELINE

BAND (TYP)

REPLACE IN KIND CL FENCE

REMOVED PRIOR TO WALL AND
INGRESS/EGRESS CONSTRUCTION.

FENCE HEIGHT TO MATCH TOP
ELEVATION OF FLOODWALL 04

CLOSE GAP BETWEEN (E) CL
FENCE AND FLOODWALL 03
WITH CL FENCING TO MATCH EXIST.

MATCH LINE 46+00

SEE NEXT SHEET
MATCH LINE 38+00

SEE PREVIOUS SHEET
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 05-10_Conform.dwg SPG 05
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO 7/31/2020 CONFORMED SET
14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 ES 5/27/22 DELETION OF AP1 AND REVISION OF AP2
17 17
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 561
TRANSITION. SEE

TYPICAL SECTION
.

ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 IMPROVED TRAIL. SEE TYPICAL SECTION .D
TCX 02
SHEET PILE WALL. SEE TYPICAL SECTION .F
TCX 02
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

TOP OF FLOOD IMPROVEMENTS NOT LOCATED AT CONTROL LINE
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
-0.00%

5.00%

0.00%
PVI STA: 48+50.00
PVI ELEV: 12.00
K: 10.00
LVC: 50.00
BVCS: 48+25.00
BVCE: 12.00
EVCS: 48+75.00
EVCE: 13.25
LOW PT. STA: 48+25.00
LOW PT ELEV: 12.00
PVI STA: 49+20.00
PVI ELEV: 15.50
K: 10.00
LVC: 50.00
BVCS: 48+95.00
BVCE: 14.25
EVCS: 49+45.00
EVCE: 15.50

0.00%
GRADE BREAK STA = 49+45.00
ELEV = 19.00
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -1.5 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: 2.0 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -1.5 FT NAVD
E
TCX 02
MATCH LINE 56+00SEE NEXT SHEET
MATCH LINE 46+00

SEE PREVIOUS SHEET
15 15
/
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/
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/
/
/
/ /
/

SAN FRANCISCO BAY
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
15 15 10
15 15
12 +12.5
/
/
//
/
/
/
/
/
/
//
/
/
/
/
//
/
/
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/
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/
/ /
/
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/
/ /
/
/
/
/
/
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/
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/
X
X
X
X
X
X
X
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
55+00
56+00
CONTROL LINE 1

EMERGENCY

INGRESS/EGRESS
END RETAINING WALL 2
STA. 55+98
BEGIN FLOODWALL 05
AT STA. 49+25. FOR

STRUCTURAL DETAILS
SEE S-B SHEETS.

END FLOODWALL 04
AT STA. 49+97.6.

FOR STRUCTURAL DETAILS
SEE S-C SHEETS.

MIDWEST GUARDRAIL SYSTEM PER STATE STD PLAN RSP A77L1.

INSTALL POSTS IN FRONT OF FLOODWALLS,

TYP BOTH SIDES AS SHOWN
FLOODWALL 04
BEGIN RETAINING WALL 01
AT STA. 49+44.1. FOR

STRUCTURAL DETAILS SEE
S-D SHEETS.

RETAINING WALL 01
OFFSET 18-FT FROM
CONTROL LINE 1
END RETAINING WALL 01
AT STA. 55+96.7. FOR
PROFILE SEE SHEET RW-01.

FOR STRUCTURAL DETAILS
SEE S-D SHEETS.

BCDC SHORELINE BAND (TYP)

BCDC BAY JURISDICTION (TYP)

MEAN HIGH WATER

TRAIL SUPERELEVATION FROM
STA. 48+25 TO STA.49+13

SEE DETAIL
C15
1 APPROX. 3' WIDE
PATH ON BAY SIDE OF SHEET PILE WALL.

SEE DETAIL
C20
3ACCESS POINT.

SEE SHEET AP3
BEGIN FW-37
STA. 49+20. SEE S-C SHEETS

FOR STRUCTURAL DETAILS
END FW-37
STA. 49+33.5.

STD MEDIAN CURB ALIGNED WITH
OUTSIDE TRAIL SHOULDER. TOP

OF CURB ELEVATION FLUSH

WITH FINISH GRADE AT
SHOULDER EDGE AND TURF.

END FLOODWALL 03
AT STA. 46+17.7.

C2
3 AREA OF ARTIFICIAL

TURF REPLACEMENT
AND EXPANSION.

SEE SPECIFICATION
SECTION 32 18 26
FOR REQUIREMENTS.
5' x 5' PASSING SPACE (TYP) AT
STA 51+25, STA 53+25, AND 55+25
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/18/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 05-10_Conform.dwg SPG 06
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO 7/31/2020 CONFORMED SET
14 14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
14 14
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 562
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 SHEET PILE WALL. SEE TYPICAL SECTION .G
TCX 03
SHEET PILE WALL. SEE TYPICAL SECTION .H
TCX 03
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%

0.00%
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -1.5 FT NAVD
10 15
15 /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
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/
/
/

SAN FRANCISCO BAY
EAST 3RD AVE.

PICNIC TABLE
BCDC

BCDC BCDC
BCDC
BCDC
BCDC
BCDC
15 10
15 15
10 15
15 10
10 10
/
/
/
/
//
/
//
/
/
/
/
/
/
////
//
/
/
/
/
/
/
/
/ / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
55+00
56+00
57+00 58+00 59+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
+15.38
+13.94
+13.84+13.2512.67+
+13.94
+12.66
+12.51

12.51+
0+00
0+49
+12.67
+12.57
+12.56
CONTROL LINE 1

SHORELINE ACCESS RAMP
SEE SHEET AP4.

ACCESS POINT
SEE SHEET AP6.

BEGIN RETAINING WALL 02
AT STA. 63+24.4. FOR
PROFILE SEE SHEET FW-01.

FOR STRUCTURAL DETAILS
SEE S-D SHEETS.

BEGIN FLOODWALL 06
AT STA.56+34. FOR
PROFILE SEE SHEET FW-03.

FOR STRUCTURAL
DETAILS SEE S-C SHEETS.

RETAINING WALL 02

CONTINUES PARALLEL TO
CONTROL LINE 1 AT AN OF
OFFSET 18 FEET BEGINNING AT
STA. 64+75
FLOODWALL 05
BEGIN FLOODWALL 23
AT STA. 63+02.9. FOR
PROFILE SEE SHEET FW-05.

FOR STRUCTURAL DETAILS
SEE S-C SHEETS.

ENDFLOODWALL 23
AT STA. 63+42.

END FLOODWALL 06
AT STA. 57+19.3.

ACCESS POINT
SEE SHEET AP5.

BCDC BAY

JURISDICTION (TYP)
END RETAINING WALL 01 AT
STA. 55+96.7. FOR PROFILE
SEE SHEET RW-01. FOR

STRUCTURAL DETAILS SEE
S-D SHEETS. BCDC SHORELINE

BAND (TYP)

SHORELINE ACCESS RAMP
SEE SHEET AP5.

CMTS STA 59+12 SEE
2/CP-1 AND 1/CP-2
SEE DU 07 FOR CONFLICTING

UTILITIES TO BE RELOCATED BY
OTHERS. DO NOT COMMENCE WORK

WITHIN THESE LIMITS WITHOUT
WRITTEN PERMISSION FROM CITY.

APPROX. 3' WIDE PATH

ON BAY SIDE OF SHEET
PILE WALL.

SEE DETAIL
C20
3 SEE DU 08 FOR CONFLICTING UTILITIES TO BE
RELOCATED BY OTHERS. DO NOT BEGIN WORK

WITHIN THESE LIMITS WITHOUT WRITTEN
PERMISSION FROM CITY.

MATCH LINE 66+00

SEE NEXT SHEET
MATCH LINE 56+00

SEE PREVIOUS SHEET
5' x 5' PASSING SPACE (TYP)
AT STA 59+00 AND STA 61+00
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/18/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 05-10_Conform.dwg SPG 07
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO 7/31/2020 CONFORMED SET
ES
14 14
14 14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
14 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 563
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 SHEET PILE WALL. SEE TYPICAL SECTION .H
TCX 03
LAGOON OUTFALL WALL.

SEE TYPICAL SECTION .I
TCX 04
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00% 0.00%
PVI STA: 73+12.50
PVI ELEV: 15.00
K: 50.00
LVC: 50.00
BVCS: 72+87.50
BVCE: 15.25
EVCS: 73+37.50
EVCE: 15.00
PVI STA: 72+62.50
PVI ELEV: 15.50
K: 50.00
LVC: 50.00
BVCS: 72+37.50
BVCE: 15.50
EVCS: 72+87.50
EVCE: 15.25

0.00% -2.00% 0.00%
GRADE BREAK STA = 72+75.00
ELEV = 19.00 GRADE BREAK STA = 73+00.00
ELEV = 18.50
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -1.5 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: 2.0 FT NAVD
SHEET PILE WALL. SEE TYPICAL SECTION .H
TCX 03
MATCH LINE 76+00SEE NEXT SHEET
MATCH LINE 66+00

SEE PREVIOUS SHEET
/
//
/
//
/
/
/
/
/
/
//////
/
/
/
/
/
/
/
/
/ / /
/ / /
/ /
/
/
/
/
/
/
/
/
/
/

SAN FRANCISCO BAY

EAST THIRD AVENUE
BCDC
BCDC

BCDC BCDC
BCDC
BCDC
BCDC
BCDC15
/
/
/
/
/
/
/
/
/
/
//
/
/
/
///
/
/
/
/
/
/
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/
/ / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
66+00
67+00
68+00 69+00
70+00
71+00
72+00
73+00
74+00
75+00
76+00

SHORELINE ACCESS RAMP
SEE SHEET AP7.

SILT FENCE FOLLOWS
PROPERTY LINE.

CONTROL LINE 1
END FLOODWALL 05 AT STA. 68+98.5.

FOR STRUCTURAL DETAILS
SEE S-B SHEETS.

RETAINING WALL 02
BEGIN FLOODWALL 08 AT STA. 69+91.4.

FOR STRUCTURAL DETAILS
SEE S-B SHEETS. BCDC SHORELINE BAND
SEE DU 08 FOR CONFLICTING UTILITIES TO BE
RELOCATED BY OTHERS. DO NOT BEGIN

WORK WITHIN THESE LIMITS WITHOUT
WRITTEN PERMISSION FROM CITY.

BCDC BAY JURISDICTION
BEGIN FLOODWALL 07 AT STA. 68+98.5.

FOR STRUCTURAL DETAILS
SEE S-E SHEETS. END FLOODWALL 07 AT STA. 70+22.8.

FOR STRUCTURAL DETAILS
SEE S-E SHEETS.

APPROX. 3' WIDE PATH

ON BAY SIDE OF SHEET PIL WALL

SEE DETAIL
C20
3 NEW STAIRS. SEE SHEET AP7

FOR DETAILS DO NOT BLOCK DISCHARGE THROUGH EXISTING LAGOON OUTFALL

TEMPORARY FACILITIES SUCH AS SCAFFOLDING AND SUPPORTING STRUCTURES REMAIN ABOVE MHHW (ELEV. = 6.4 FEET, NAVD).

COFFER DAMS OUTSIDE OF THE LAGOON OUTFALLIN THIS LOCATION SHALL BE LOCATED ABOVE MHHW.

COFFER DAMS OUTSIDE OF THE LAGOON OUTFALLIN THIS LOCATION SHALL BE LOCATED ABOVE MHHW.
5' x 5' PASSING SPACE (TYP) AT
STA 71+00, STA 73+00, AND STA 75+00
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/18/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 05-10_Conform.dwg SPG 08
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO 7/31/2020 CONFORMED SET
14 ES
14 14
14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 564
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 SHEET PILE WALL. SEE TYPICAL SECTION .H
TCX 03
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%

0.00%
SHEET SELECTION: AZ-20-800
TIP ELEVATION: 2.0 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -1.5 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: 2.0 FT NAVD
///////////
/
////////
/
/ / / / / / / / / / / / / / / / /
/ / / /

SAN FRANCISCO BAY

EAST THIRD AVENUE

BCDC BCDC
BCDC
BCDC

BCDC BCDC
BCDC
BCDC
////
//
/
/
/////////////
/ / / / / / / / / / / / / / / / / / / / /
/
/ /
/
/
/
//
/
76+00 77+00
78+00
79+00
80+00
81+00
82+00
83+00
84+00 85+00 86+00
PICNIC TABLE 0+00 0+61
SEE SHEET C17 FOR GRADING

AND IMPROVEMENTS AT

BAYSIDE TOWERS
CONTROL LINE 1

REPLACE PEDESTRIAN

ACCESS BRIDGE

SEE STRUCTURAL SHEETS

BREAK IN FLOODWALL
STA 82+77. SEE DETAIL

SLOPE EXISTING BRIDGE
ACCESS UP TO EXISTING WALL.

SEE SHEET C16
BEGIN FLOODWALL 09
AT STA. 82+70.7. FOR
PROFILE SEE SHEET FW-03.

FOR STRUCTURAL DETAILS
SEE S-C SHEETS.

RETAINING WALL 02
FLOODWALL 08.

END RETAINING WALL 02
AT STA. 85+64.

FOR STRUCTURAL DETAILS
SEE S-D SHEETS.

END FLOODWALL 09
AT STA. 83+10.

BEGIN RETAINING WALL 04
AT STA. 85+71.5.

FOR STRUCTURAL DETAILS
SEE S-D SHEETS.

SHORELINE ACCESS
STAIR. SEE SHEET AP8.

CMTS STA 84+08 SEE
2/CP-1 AND 1/CP-2

BCDC BAY JURISDICTION
APPROX. 3' WIDE PATH

ON BAY SIDE OF SHEET PIL WALL

SEE DETAIL
C20
3 MATCH LINE 86+00SEE NEXT SHEET
MATCH LINE 76+00

SEE PREVIOUS SHEET
5' x 5' PASSING SPACE (TYP) AT
STA 77+00, STA 79+00, AND STA 85+50
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/18/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 05-10_Conform.dwg SPG 09
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO CONFORMED SET07/31/20
ES
14 1
14 14
14 14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 565
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 SHEET PILE WALL. SEE TYPICAL SECTION .H
TCX 03
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%

0.00%
SHEET SELECTION: AZ-20-800
TIP ELEVATION: 2.0 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -1.5 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: 2.0 FT NAVD
MATCH LINE 96+00SEE NEXT SHEET
MATCH LINE 86+00

SEE PREVIOUS SHEET
/
/
//
/
/
/
//
/
/
/
/
/
/
/
/
////
/
/ / / / /
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/

SAN FRANCISCO BAY

CALTRANS ACCESS RAMP

BCDC BCDC BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
15 /
/
/
/
/
/
/
//
/
/
//
/
/
/
//////
/ / / / /
/
/
/
/
/ /
/
/
/
/
/
/
/
/
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/
86+00 87+00 88+00
89+00
90+00
91+00
92+00 93+00
94+00
95+00
96+00
CONTROL LINE 1
(E) STANDPIPE NO. 6
BEGIN RETAINING WALL 39 AT STA.
93+69.5. FOR PROFILE SEE SHEET
RW-05. FOR STRUCTURAL DETAILS
SEE S-D SHEETS.

RETAINING WALL 04
FLOODWALL 08

END RETAINING WALL
39 AT STA. 95+00.5.

BEGIN FLOODWALL 24 AT STA.
93+80.7. FOR PROFILE SEE SHEET
FW-05. FOR STRUCTURAL DETAILS
SEE S-C SHEETS.

END FLOODWALL 24
AT STA. 94+15.4.

BCDC BAY JURISDICTION

SHORELINE ACCESS
STAIR SEE SHEET AP10

BREAK IN FLOODWALL
STA 94+00 SEE DETAIL

TRAIL ACCESS RAMP
SEE SHEET AP 10

BCDC SHORELINE BAND
APPROX. 3' WIDE PATH

ON BAY SIDE OF SHEET PILE WALL

SEE DETAIL
C20
3 CAUTION! (E) SSFM GOES

THROUGH LEVEE AT
APPROX. ELEVATION = -2.3'
NAVD. PROTECT IN PLACE
APPROX. 4' WIDE PATH

ON BAY SIDE OF SHEET PIL WALL

SEE DETAIL
SB06
1 5' x 5' PASSING SPACE
(TYP) AT STA 87+05,
STA 90+00, STA 91+57
5' x 5' PASSING

SPACE ADJACENT TO
(E) CONCRETE RAMP
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/18/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 05-10_Conform.dwg SPG 10
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
SEE SHEET C17 FOR GRADING AND

IMPROVEMENTS AT BAYSIDE
TOWERS
1 ARO CONFORMED SET07/31/20
ES
14 14
14 14
14 14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
14 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 566
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
103+00 104+00 105+00 106+00
TRANSITION.

TOP OF FLOOD IMPROVEMENTS NOT LOCATED AT CONTROL LINE 1

TOP OF FLOOD

IMPROVEMENTS AT
CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1

TOP OF FLOOD

IMPROVEMENTS

AT CONTROL
LINE FW12
(E) GRADE AT
CONTROL LINE 1
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -2.0 FT NAVD

PROFILE PROJECTED TO
CONTROL LINE 1
SHEET PILE WALL. SEE TYPICAL SECTION
TCX 03

5.00%

0.00%
-0.52%
PVI STA: 103+33.50
PVI ELEV: 9.76
K: 9.07
LVC: 50.06
BVCS: 103+08.47
BVCE: 9.89
EVCS: 103+58.53
EVCE: 11.01
PVI STA: 104+28.28
PVI ELEV: 14.50
K: 10.84
LVC: 54.18
BVCS: 104+01.19
BVCE: 13.15
EVCS: 104+55.37
EVCE: 14.50

0.00%
END CONTROL LINE FW12
STA. 105+50.00
℄ TRAIL PROFILE AT
CONTROL LINE 2
G
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/

SAN FRANCISCO BAY

BRIDGEVIEW PARK

CALTRANS ACCESS RAMP
BCDC
BCDC

BCDC BCDC
BCDC
BCDC
BCDC
BCDC
15 WERDER PIER
10 10
13 15
13 14
14 /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/ /
/
/ /
/
/
/
/
/
10 94+00
95+00
96+00
97+00
98+00
99+00 100+00
101+00
102+00
103+00
104+00 105+00
106+00
107+00
11 12
11 12
12 0+00
1+00
2+00
3+00
4+004+04
2+31
0+00
1+00
2+00
0+00
1+00
2+00
3+00
3+58
MATCH LINE 106+00

SEE PREVIOUS SHEET
MATCH LINE 96+00

SEE NEXT SHEET
BEGIN FLOODWALL 12 AT STA.
102+58.8. FOR PROFILE SEE
SHEET FW-04. FOR

STRUCTURAL DETAILS SEE S-B
SHEETS.

FLOODWALL 12 CONTINUES AT STA. 105+50.

ALONG CONTROL LINE 1. SEE PROFILE AT
CONTROL LINE 1 FOR CONTINUATION
END FLOODWALL 11 AT STA. 103+58.5.

CONFORM TRAIL TO

EXISTING ACCESS PATH AT

BRIDGEVIEW PARK
BEGIN CONTROL LINE 2
OFFSET 8.99 FT RT AT
CONTROL LINE 1 STA. 99+72
END CONTROL LINE 2
CONTROL LINE 1
CAUTION! (E) SSFM GOES

THROUGH LEVEE AT
APPROX. ELEVATION = -2.3' NAVD.

PROTECT IN PLACE

SEE DETAIL

BEGIN SLOPE DOWN TO EG

TRAIL TIES INTO EXISTING GRADE
CONTROL LINE 1
END FLOODWALL 08 AT STA. 98+25.

FOR STRUCTURAL DETAILS SEE S-B SHEETS.

BEGIN FLOODWALL 10 AT STA. 96+72. FOR
STRUCTURAL DETAILS SEE S-C SHEETS.

END FLOODWALL 10
AT STA. 99+70.9.

FLOODBREAK.

SEE S-H SHEETS

FOR DETAILS
CONTROL LINE 2
BEGIN FLOODWALL 11 AT STA. 101+25
FOR PROFILE SEE SHEET FW-03.

FOR STRUCTURAL DETAILS SEE S-G SHEETS.

BEGIN FLOODWALL 25 AT STA. 97+67.5.

FOR PROFILE SEE SHEET FW-05.

FOR STRUCTURAL DETAILS SEE S-C SHEETS.

END FLOODWALL
25 AT STA. 101+25.

END RETAINING WALL 04
AT STA. 96+72. FOR

STRUCTURAL DETAILS
SEE S-D SHEETS.

BCDC SHORELINE BAND
(TYP)

BCDC BAY JURISDICTION
(TYP)
SEE SHEET DU11 FOR UTILITY CONFLICTS TO
BE RELOCATED BY OTHERS. DO NOT

COMMENCE WORK WITHIN BOXED AREA LIMITS
UNTIL GIVEN WRITTEN PERMISSION FROM THE CITY.

ACCESS POINT
SEE SHEET AP 11. ACCESS POINT
SEE SHEET AP 12.

APPROX. 3' WIDE PATH

ON BAY SIDE OF

SHEET PILE WALL

SEE DETAIL
APPROX. 3' WIDE PATH

ON BAY SIDE OF SHEET

PILE WALL

SEE DETAIL
5' x 5' PASSING SPACE
(TYP) AT STA 105+50
3 C18
3 C20
3 C20
GRADE PAVEMENT AT 0.5%

SLOPE TOWARD TRENCH
DRAIN AWAY FROM FW-25
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
96+00 97+00 98+00 99+00 99+71
TRANSITIONSHEET PILE WALL.

SEE TYPICAL SECTION
H
TCX 03 TOP OF FLOOD IMPROVEMENTS

NOT LOCATED AT CONTROL LINE
(E) GRADE AT
CONTROL LINE 1

FINISH GRADE AT
CONTROL LINE 1

TOP OF FLOOD IMPROVEMENTS
AT CONTROL LINE 1
SHEET SELECTION: AZ-20-800
TIP ELEVATION: 2.0 FT NAVD
J
TCX 04
TRANSITION.

0.00%
-1.55%
-0.52%
GRADE BREAK STA = 98+50.00
ELEV = 12.29
PVI STA: 96+75.00
PVI ELEV: 15.00
K: 32.29
LVC: 50.00
BVCS: 96+50.00
BVCE: 15.00
EVCS: 97+00.00
EVCE: 14.61

0.00%
-2.00%
GRADE BREAK STA = 96+75.00
ELEV = 18.50
GRADE BREAK STA = 98+25.00
ELEV = 15.50
GRADE BREAK STA = 98+25.00
ELEV = 13.50
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/28/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 11_Conformed.dwg SPG 11
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET

SAN MATEO
BRIDGE

ABUTMENT

LOCATED

BETWEEN

PROFILES
1 ARO 7/31/2020 CONFORMED SET
14 ES14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
14 14
14 16
ES16 01/14/22 CALTRANS ENCROACHMENT PERMIT
ES14 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 567
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 SHEET PILE WALL. SEE TYPICAL SECTION F
TCX 02
SHEET PILE WALL. SEE TYPICAL SECTION G
TCX 03
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%

0.00%
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -2.0 FT NAVD
SHEET SELECTION: AZ-23-800
TIP ELEVATION: -6.5 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -2.5 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -0.5 FT NAVD

PICNIC TABLE

SAN FRANCISCO BAY

BEACH PARK BOULEVARD
BCDC

BCDC BCDC BCDC
BCDC
BCDC

BCDC BCDC
10 10
10 10
10 ////////
/
/
/
//
///
//////
/ / / / / / / / / / / / /
/ / /
/
/ / / / / /
106+00 107+00 108+00 109+00 110+00 111+00
112+00
113+00
114+00 115+00 116+00
(2) #6 THHN IN
2" SCH 40 PVC TYP
(SEE DETAIL 1 ON SHEET 6

FOR TRENCH DETAIL)
MATCH LINE 116+00

SEE NEXT SHEET
MATCH LINE 106+00

SEE PREVIOUS SHEET
BEGIN FLOODWALL 13 AT STA. 110+37.12.

FOR PROFILE SEE SHEET FW-04. FOR
STRUCTURAL DETAILS SEE S-C SHEETS.

EXTEND (E) SIDEWALK IN KIND
TO NEW ACCESS PATH.

SEE CITY STANDARD DETAIL
14' BREAK IN FLOODWALL
CONTROL LINE 1

SHORELINE ACCESS RAMP
SEE SHEET AP14.

END RETAINING WALL 05 AT STA. 109+25.3.

FOR PROFILE SEE SHEET RW-02. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

FLOODWALL 12
FLOODWALL 12
(E) ABANDONED 34" SS (APPROX ℄ DEPTH= 9')

REMOVE AS REQIRED TO DRIVE SHEET PILE
C1
1 BEGIN RETAINING WALL 06 AT STA. 112+15.8.

FOR PROFILE SEE SHEET RW-02. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

END RETAINING WALL 06 AT STA. 112+34.7. .

BEGIN RETAINING WALL 07 AT STA. 112+44.7.

FOR PROFILE SEE SHEET RW-02. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

BEGIN RETAINING WALL 08 AT STA. 112+49.8.

FOR PROFILE SEE SHEET RW-02. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

END RETAINING WALL 08 AT STA.113+06.

END RETAINING WALL 07 AT STA. 112+93.4.

FOR PROFILE SEE SHEET RW-02. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

BCDC SHORELINE BAND (TYP)

BCDC BAY JURISDICTION (TYP)
TRAIL ACCESS POINT SEE SHEET AP15.

ELECTROLIER (TYP)C5
2 C5
1 BEGIN RETAINING WALL 05 AT STA. 106+34.7.

FOR PROFILE SEE SHEET RW-02. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

APPROX. 3' WIDE

PATH ON BAY SIDE
OF SHEET PILE WALL.

SEE DETAIL APPROX. 3' WIDE

PATH ON BAY SIDE
OF SHEET PILE WALL.

SEE DETAIL
SB06
1 C20
3 PROTECT EXISTING UTILITIES IN PLACE
MAINTAIN A MINIMUM OF 12" CLEARANCE

BETWEEN UTILITIES AND EDGE OF

CONCRETE PILASTERS

END SHEET PILE WALL
AT STA 110+75.17

START SHEET PILE WALL
AT STA 110+82.19
END FLOODWALL 13 AT STA. 111+05.13
5' x 5' PASSING SPACE (TYP)
AT STA 107+50, STA 112+75,
AND STA 114+75
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/14/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 12-18_Conformed.dwg SPG 12
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
8 1 ARO CONFORMED SET07/31/20
8 ES 03/19/21 ACCESS AND UTILITY PROTECTION AT SFO ILS MARKER ES
14 14
14 14
14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
14 ES14 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 568
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 SHEET PILE WALL. SEE TYPICAL SECTION G SHEET PILE WALL. SEE

TYPICAL SECTION F SHEET PILE WALL SEE TYPICAL SECTION G TCX 03
TCX 02 TCX 03
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%

0.00%
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -0.5 FT NAVD
/////////////
////////
/ / / / / / / / / / / / / / / / / / / / /

SAN FRANCISCO BAY

BEACH PARK BOULEVARD

EGRET STREET

BCDC BCDC
BCDC

BCDC BCDC

BCDC BCDC BCDC
10 10 10
10 ///////
/ / / / / / / /
/ /
/ / /
/ / / / / / / /
116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00CONCRETE WALL SEE DETAIL 3 ON
SHEET 6

CONCRETE WALL
SEE DETAIL 3 ON
SHEET 6

CONCRETE WALL
SEE DETAIL 3 ON
SHEET 6
MATCH LINE 126+00

SEE NEXT SHEET
MATCH LINE 116+00

SEE PREVIOUS SHEET
BEGIN RETAINING WALL 11 AT STA.
122+57. FOR PROFILE SEE SHEET
RW-03. FOR STRUCTURAL DETAILS
SEE S-D SHEETS.

CONTROL LINE 1

TRAIL ACCESS STAIRS
SEE SHEET AP16.

BENCH PLATFORM
STA 118+14
C11
2 FLOODWALL 12
BEGIN RETAINING WALL 09 AT STA. 121+53. FOR PROFILE SEE SHEET RW-02. FOR STRUCTURAL DETAILS SEE S-D SHEETS.

END RETAINING WALL 09
AT STA. 122+49.

BEGIN AND END RETAINING
WALL 40 AT STA. 122+48.9. FOR
PROFILE SEE SHEET RW-06.

FOR STRUCTURAL DETAILS SEE
S-D SHEETS.

BEGIN RETAINING WALL 10 AT STA.
122+34.4. FOR PROFILE SEE
SHEET RW-02. FOR STRUCTURAL
DETAILS SEE S-D SHEETS.

END RETAINING 10 WALL AT
STA. 122+60.5.

END RETAINING WALL 11 AT STA. 122+90BCDC BAY JURISDICTION (TYP) CMTS STA 122+00 SEE
2/CP-1 AND 1/CP-2

BCDC SHORELINE

BAND (TYP)
ELECTROLIER (TYP)C5
2 C5
1 APPROX. 3' WIDE

PATH ON BAY SIDE
OF SHEET PILE WALL.

SEE DETAIL
C20
35' x 5' PASSING SPACE
(TYP) AT STA 116+75
END CONCRETE PATH WITH 5' x 5'
TURNAROUND AT STA 118+25
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/14/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 12-18_Conformed.dwg SPG 13
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO 7/31/2020 CONFORMED SET
14 ES
14 14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
ES14 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 569
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 35
0 5
10 15
20 25
30 35
126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 SHEET PILE WALL. SEE TYPICAL SECTION G
TCX 03
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00% 0.00%
PVI STA: 134+37.50
PVI ELEV: 14.00
K: 50.00
LVC: 50.00
BVCS: 134+12.50
BVCE: 14.25
EVCS: 134+62.50
EVCE: 14.00
PVI STA: 133+87.50
PVI ELEV: 14.50
K: 50.00
LVC: 50.00
BVCS: 133+62.50
BVCE: 14.50
EVCS: 134+12.50
EVCE: 14.25

0.00% -2.00% 0.00%
GRADE BREAK STA = 134+00.00
ELEV = 18.00
GRADE BREAK STA = 134+25.00
ELEV = 17.50
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -0.5 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -1.75 FT NAVD
/////////////////////
/ / / / / / / / / / / / / / / / / / /
/ /
SIGN

SAN FRANCISCO BAY

BEACH PARK BOULEVARD

SANDERLING STREET

BCDC BCDC BCDC BCDC BCDC BCDC BCDC
BCDC
10 10 10 10 10 10
/ / / / / / / / / /
/ /
/ / / / / / / / /
126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00

MAY REUSE (E) CONDUIT

RUN IF INTACT

AT POWER FEED
LOCATIONS: (2) #6 THHN IN
2" SCH 40 PVC OR REUSE

INTACT CONDUIT (TYP)
MATCH LINE 136+00

SEE NEXT SHEET
MATCH LINE 126+00

SEE PREVIOUS SHEET
C9
3 BREAK IN FLOODWALL.

SEE DETAIL
C11
BEGIN RETAINING WALL 12 AT STA. 130+37.2.

FOR PROFILE SEE SHEET RW-03. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

BEGIN RETAINING WALL 13 AT STA. 130+65.7.

FOR PROFILE SEE SHEET RW-03. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

BREAK IN FLOODWALL.

SEE DETAIL
BEGIN FLOODWALL 14 AT STA. 135+80.9. FOR
PROFILE SEE SHEET FW-04. FOR
STRUCTURAL DETAILS SEE S-C SHEETS.

CONTROL LINE 1

TRAIL ACCESS RAMP
SEE SHEET AP16.

SHORELINE ACCESS POINT
SEE SHEET AP17.

END RETAINING WALL
12 AT STA. 130+70.2.

BEGIN AND END RETAINING WALL 42 AT STA.
130+55.7. FOR PROFILE SEE SHEET RW-06.

FOR STRUCTURAL DETAILS SEE S-D SHEETS.

BEGIN RETAINING WALL 41 AT STA. 130+88.7.

FOR PROFILE SEE SHEET RW-06. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

END RETAINING WALL
41 AT STA. 131+72.3.

BEGIN RETAINING WALL 14 AT STA. 131+53.8.

FOR PROFILE SEE SHEET RW-03. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

END RETAINING WALL
14 AT STA. 130+92.5.

END RETAINING WALL 13
AT STA. 131+42.8.

FLOODWALL 12
+13.91

BCDC SHORELINE BAND (TYP)
ELECTROLIER (TYP)C5
2 BENCH PLATFORM

SEE DETAIL
C11
1 BCDC BAY

JURISDICTIONAL (TYP)
C5
1 APPROX. 3' WIDE PATH

ON BAY SIDE OF SHEET PILE WALL

SEE DETAIL
C20
3 3

END CONCRETE
PATH WITH 5' x 5'

TURNAROUND AT
STA 113+00
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/14/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 12-18_Conformed.dwg SPG 14
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS. 1 ARO 7/31/2020 CONFORMED SET
14 14
ES14 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14
ES14 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 570
ELEVATION (FEET NAVD 88)
ELEVATION (FEET NAVD 88)
HORIZ.SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
PROFILE AT CONTROL LINE 1
0 5
10 15
20 25
30 0
5 10
15 20
25 30
166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 SHEET PILE WALL. SEE
TYPICAL SECTION .H SHEET PILE WALL. SEE TYPICAL SECTION .G TCX 03
TCX 03
(E) GRADE AT CONTROL LINE 1
FINISH GRADE AT CONTROL LINE 1
TOP OF FLOOD IMPROVEMENTS AT CONTROL LINE 1

0.00%

0.00%
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -3.0 FT NAVD
SHEET SELECTION: AZ-25-800
TIP ELEVATION: -8.0 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -3.5 FT NAVD
SHEET SELECTION: AZ-20-800
TIP ELEVATION: -4.5 FT NAVD
/
/
/
/
/
/
/
/
/
/
/
////
/
/
/
/
/
/
/
/
/
/
/
/
/ / / /
/
/
/
/
/
/
/
/
/
/
/
/
SIGN

TARPON AVENUE

SAN FRANCISCO BAY

BEACH PARK BOULEVARD

PRIVATE PROPERTY
BCDC
BCDC

BCDC BCDC

BCDC BCDC
BCDC
BCDC
BCDC
10 10
10 10
10 /
/
/
/
/
/
/
/ / /
/
/
/
/
/
/
/
/
/
/
/
/
166+00
167+00
168+00
169+00 170+00
171+00
172+00
173+00
174+00
175+00
176+00
1+00 1+68
0+00
0+53
MATCH LINE 176+00

SEE NEXT SHEET
MATCH LINE 166+00SEE PREVIOUS SHEET
END RETAINING WALL 22 AT
STA. 166+17.5.

CONTROL LINE 1
FLOODWALL 12END RETAINING WALL 23 AT
STA. 166+51.4. FOR PROFILE
SEE SHEET RW-04. FOR

STRUCTURAL DETAILS SEE
S-D SHEETS.

BEGIN RETAINING WALL 24 AT STA. 166+39.1.

FOR PROFILE SEE SHEET RW-04. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

END RETAINING WALL 24 AT
STA. 166+62.6.

END FLOODWALL 30
AT STA. 168+85.7.BEGIN FLOODWALL 30 AT STA. 168+46.4.

FOR PROFILE SEE SHEET FW-05. FOR
STRUCTURAL DETAILS SEE S-D SHEETS.

ELECTROLIER (TYP) C5
1 C5
2 TRAIL ACCESS RAMP AND
STAIRS SEE SHEET AP __

SHORELINE VIEWING
PLATFORM SEE SHEET AP 23

BCDC SHORELINE BAND
(TYP)

BCDC SHORELINE JURISDICTION
(TYP)
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

SHEET PILE INSTALLATION AND GRADING
PLOT DATE: 7/18/2022 FILE PATH: C:\Users\ESlezak\Desktop\FOST.12\Drawings\DESIGN DRAWINGS\SPG\SPG 12-18_Conformed.dwg SPG 18
XREFS: X-Title Block, X-Topo - Hwy 92 Bridge, X-FINAL AERIAL TOPO - 15-753-ALL, X-UTILITIES, 90% FINAL GRADING NOTES:

2. OFFSET DISTANCES ARE MEASURED FROM THE CONSTRUCTION CONTROL LINE

LOCATED ON THE INSIDE EDGE OF THE SHEET PILE WALL OR THE OUTSIDE EDGE OF THE DECOMPOSED GRANITE SHOULDER UNLESS OTHERWISE NOTED. SEE SURVEY CONTROL SHEETS FOR CONTROL LINE LAYOUT.

3. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL LOCATE EXISTING UNDERGROUND AND OVERHEAD UTILITY LINES AND POLES PRIOR TO CONSTRUCTION. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANIES SO THAT CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH EXISTING UTILITIES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF DAMAGED UTILITIES THAT ARE SHOWN AS PROTECTED IN PLACE.

5. AREAS WITHIN EXISTING CITY RIGHT-OF-WAY SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE INBOARD SIDE OF THE LEVEE UNLESS OTHERWISE NOTED.

6. SEE CIVIL SHEETS FOR ACCESS POINT LAYOUT AND DETAILS.

7. SEE SURVEY CONTROL SHEETS FOR RETAINING WALL LAYOUTS

8. SEE SPECIFICATION 01 57 00 FOR ENVIRONMENTAL REQUIREMENTS, SPECIFICATION 01 57 23 FOR SWPPP REQUIREMENTS, AND SHEET C12 FOR SWPPP DETAILS.

SCALE: 1 INCH = 40 FEET
1 ARO CONFORMED SET07/31/20
14 ES14 11/12/21 ACCESSIBILITY MODIFICATIONS
ES14 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 571
+8.3
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
45+00
CONTROL LINE A-3 STA 0+00
BEGIN AT CONTROL LINE 1 STA 44+79.54

1.5 FT RIGHT

END PATH
CONTROL LINE A-3 STA 0+75.79

CONFORM TO EXISTING GRADE
CONTROL LINE A-3

CONFORM TO FINISHED TRAIL
10 10
5 5
0 4
8 12
16 20-15 -10 -5 0 5 10 15
0 4
8 12
163'3'
CONTROL LINE A-3

CONCRETE PATH

EXISTING SLOPE
FINISH GRADE WITH 1/2 TON RSP (TYP.)
5 SA02
LEVEL
0+00 0+50
0 10
5 0+10 0+20 0+30 0+40 0+60 0+70 0+80
15 0
10 5
15 STA 0+0.00
EL 11.9 FT NAVD
STA 0+75.79
EL 8.3 FT NAVD

4.75%
+15.5
+15.48
+15.5 +15.46 +12.54
/
/
/
/
/
/
/
/
/
/
49+00
4 FT± WIDE STAIRS
TOP EL 15.46 FT NAVD
BOTTOM EL 12.54 FT NAVD
11 INCH TREADS, 6 RISERS
FLOODWALL 37
3 FT WIDE CONC PATH
CONC SLAB TO BEGINNING OF FLOODWALL 05
FLOODWALL 05
0 4
8 12
16 20-10 -5 0 5 10 15 25 30 35 40
20 SHEET PILE WALL

EXISTING SLOPE WITH RSP

CONTROL
LINE 1

CONTROL
LINE A-4

GUARDRAIL

SEE DETAIL

CONTROL
LINE FW 06
LEVEL
7'± WIDE PATH FINISH GRADE

EXISTING GRADE

CONCRETE PATH

SEE DETAIL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION (FT NAVD)

CROSS SECTION A
HOR. SCALE: 1" = 10'
VERT. SCALE: 1" = 10'
PROFILE AT CONTROL LINE A-3

ELEVATION, (FT NAVD)
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SCL)
FOR CONTROL LINES 1 AND A-3 LAYOUTS.

2. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

3. SEE SHEET S-C06 FOR FLOOWALL 37 DETAILS.

AP3
SHORELINE ACCESS AT STA 44+83 AND STA 49+25
A
--
--
SCALE: 1" = 10'
PLAN AT STA 44+83
SCALE: 1" = 10'
PLAN AT STA 49+25
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION (FT NAVD)

CROSS SECTION B
--
B
--
C20
3 C11
4 C10
2 1 ARO 7/31/2020 CONFORMED SET
14 14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 572
0 4
8 12
16 20 50-10 -5 0 5 10 15
0 4
8 12
16 25 30 35 40 45
2020
60 SHEET PILE WALL

EXISTING SLOPE WITH RSP

CONTROL
LINE 1

CONTROL
LINE A-4

GUARDRAIL

SEE DETAIL

CONTROL
LINE FW 06
LEVEL
7'± WIDE PATH FINISH GRADE

EXISTING GRADE

CONCRETE PATH

SEE DETAIL
+12.65

12.58++12.50
+12.58
+15.50
+12.65

15.72+

12.33+ /
/
/
/
/
/
/
/
/
/
/
/
/ /
/
57+00
+12.56
+15.52
+15.52

15.72+
+12.55
+12.65
+12.55
+12.56
+12.58
+12.56
CONTROL LINE 1

CENTERLINE FLOODWALL OPENING
CONTROL LINE 1 STA 56+96.48
BEGIN CONTROL LINE A-4
15 15
10 12.1

11.9 12.7

13.2 12.4

12.4 CONCRETE SLAB
CONTROL LINE F-06
STA 0+70.31 LEFT 5.0 FT
CONTROL LINE F-06
STA 0+12.8 LEFT 5.0 FT
FLOODWALL 6
CONTROL LINE A-4
7'
4'
CONTROL LINE F-06
STA 0+58.66 LEFT 5.0 FT
10 5
4'
0 10
5 15
20 SHEET PILE WALL CAP

SHEET PILE WALL

GUARDRAIL

SEE DETAIL
FLOODWALL 6

4.75%

4.75%
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

CROSS SECTION A
C10
2 HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'
BAY SIDE ELEVATION/PROFILE AT CONTROL LINE A-4
A

ELEVATION, (FT NAVD)
C10
2 NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SCL) FOR CONTROL LINES 4 AND R-02 LAYOUT.

2. SEE SHEET FW 02 FOR TOP OF FLOODWALL 06 PROFILE.

3. SEE SHEET S-C05 FOR FLOODWALL 06 DETAILS.

4. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

AP4
SHORELINE ACCESS RAMP AND VIEWING PLATFORM AT STA 56+96 --
--
SCALE: 1" = 10'
PLAN
C11
3 SC18
4 SC18
4 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 14 1 ARO CONFORMED SET07/31/20
14 573
0 4
8 12
16 20-10 -5 0 5 10 15
0 4
8 12
16 25 30 35
2020

GUARDRAIL WITH HANDRAIL,

SEE DETAIL

HANDRAIL, SEE DETAIL

CONTROL
LINE 1 CONTROL
LINE FW 23
7'± WIDE RAMP

LEVEL EXISTING SLOPE WITH RSP

SHEET PILE WALL
6'± WIDE RAMP
5'± WIDE PATH

SEE DETAIL

FOR RAMP

REINFORCEMENT
+15.52
+15.73
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
+12.4
63+00
+15.38
+13.94
+13.84
+13.2512.67+
+13.94
+12.66
+12.51

12.51+
0+00
0+49
+15.73
+15.72
+15.6715.62+
+15.52
+15.50
+12.67
+12.57
+12.56
15 10
CAUTION! EX. 54" SANITARY
FIBER OPTIC BANK. WIDTH VARIES

7.5 FLOODWALL 23
CONTROL LINE 1
CONTROL LINE 1
STA 62+72.64

20.67 FT LEFT
7 FT WIDE BREAK IN SHEET PILE WALL
CENTERLINE AT CONTROL LINE 1 STA 63+18.10

CONFORM TO (E) CONC PATH
10 5
7 FT± WIDE RAMP
TOP EL 15.38 FT NAVD
BOTTOM EL 13.84 FT NAVD
3' WIDE CONC PATH
6 FT± WIDE RAMP
TOP EL 13.94 FT NAVD
BOTTOM EL 12.66 FT NAVD

12.6 FT± WIDE STAIRS
WITH 24" WIDE TREAD
TOP EL 13.84 FT NAVD
BOTTOM EL 12.67 FT NAVD
CONTROL LINE 1
STA 63+06.60
CONTROL LINE 1
STA 62+88.60
CONTROL LINE 1
STA 62+82.60 CONTROL LINE 1
STA 63+10.61

20.67 FT LEFT
0 4
8 12
16 20-10 -5 0 5 10 15
0 4
8 12
16 25 30 35
2020 GUARDRAIL, SEE DETAIL

CONTROL
LINE 1

CONTROL
LINE FW 23
11'± WIDE VIEWING PLATFORM
LEVEL

FINISH GRADE

EXISTING GRADEEXTEND RSP TO
FLOODWALL 23

SHEET PILE WALL
8 12
16 20
8 12
16 20
FLOODWALL 23

GUARDRAIL

SEE DETAIL

HANDRAIL

SEE DETAIL

HANDRAIL

SEE DETAIL

EXISTING
GRADE
RAMP

SEE DETAIL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1' = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

CROSS SECTION

ELEVATION, (FT NAVD)
-
A
A
-
-
B
AP5
SHORELINE ACCESS STAIRS AND LAYDOWN AREA AT STA 63+18
HOR. SCALE: 1' = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION
-
B
-
-
-
-
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SCL) FOR CONTROL LINE A-45 AND A-46 LAYOUT.

2. SEE SHEET FW 04 FOR TOP OF FLOODWALL 23 PROFILE.

3. SEE SHEET S-C06 FOR FLOODWALL 23 DETAILS.

4. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

6. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

7. STAIRS SHALL MEET BUILDING CODE AND ADA REQUIREMENTS.

SCALE: 1" = 10'
PLAN
C10
5 C10
3 C10
2 C11
3 C10
8 C11
4 C10
8 1 ARO CONFORMED SET07/31/20
14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
C10
8 HOR. SCALE: 1' = 4'
VERT. SCALE: 1" = 4'

BAY SIDE ELEVATION
C10
2 C10
5 C10
8 C10
5 S-C06A
1 14
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 574
0 10
5 15
20 0
10 5
15 20

FINISH GRADE

GUARDRAIL

SEE DETAIL
10' LANDING
LEVEL

4.79%
BCDC
BCDC
BCDC
+10.9
+10.1
+10.6
+10.8
+15.73
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / /
/
/
/
64+00
0+49
+10.24
+10.10
+10.24
+15.73
CONTROL LINE A-5 STA 0+00
BEGIN AT CONTROL LINE 1 STA 64+06.47
10 15
15 10

EAST THIRD AVENUE
RETAINING WALL 2

9.9 10.2

10.5 10.6

10.9 9.8

9.9 10.4

10.5 11.8

8.4 7.6

6.5 7.5

12.2 TYPE 4 CURB CUT AND ACCESSIBLE

RAMP AT EAST THIRD AVENUE
CONFORM AT 9.7 FT NAVD ±
CONTROL LINE A-5
0 4
8 12
16 0-5-10-15 5 10 15 20-20
0 4
8 12
16CONTROL LINE A-5
5' 5'

GUARDRAIL SEE DETAIL
RETAINING WALL 2

EXISTING GRADE

PROPOSED GRADE
LEVEL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)
ELEVATION OF RETAINING WALL 2

ELEVATION, (FT NAVD)
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION A
A
-
C10
2 C10
2 NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SCL) FOR CONTROL LINE A-5 LAYOUT.

2. SEE SHEET RW 01 FOR TOP OF RETAINING WALL 2 PROFILE.

3. RETAINING WALL TYPE AB1 AS APPLIES. SEE SHEET S-D01.

4. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

C4
1 AP6
TRAIL ACCESS AT STA 64+06
--
-
SCALE: 1" = 10'
PLAN
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 1 ARO CONFORMED SET07/31/20
14 575

7.2'± WIDE RAMP
0 4
8 12
16 5 10-20 -15 -10 -5 0
20 0
4 8
12 16
20 -35 -30 -25
2"

SHEET PILE WALL

GUARDRAIL

SEE DETAIL

HANDRAIL

SEE DETAIL

CONTROL
LINE FW 07

CONTROL
LINE A-6

CONTROL
LINE 1
LEVEL
EXTEND 1/2 TON RSP ON EXISTING SLOPE
+15.69
+15.5
+15.64 +15.5
BCDC
+13.00
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
+13.10
70+00
71+00
15 FLOODWALL 7
CONTROL LINE 1

9.8 10.2

13.1 12.7

12.8 10.1

9.9 9.8

9.8 12.7

12.1 SHOULDER

PAVEMENT
RETAINING WALL 2
CONTROL LINE A-6
4' WIDE
CONC
PATH
10 10
10 FLOODWALL 8

LAGOON OUTFALL STRUCTURE
CONTROL A-6 STA 0+00

BEGIN AT CONTROL
LINE 1 STA 69+91.47

EMERGENCY EGRESS

WALL CROSSOVER LADDERS
SEE SPECIFICATION SECTION 05 50 00
INSTALL w/ 1.5' x 3' CONC PADS EA SIDE
0 10
5 15
20 0
10 5
15 20

SHEET PILE WALL CAP

SHEET PILE WALL

HANDRAIL, SEE DETAIL
FLOODWALL 7

FINISH RAMP

EXISTING GRADE

8.0%
FLOODWALL 8
STA 0+05.08
EL 15.5 FT NAVD
STA 0+35.32
EL 13.10 FT NAVD
STA 0+41.11
EL 13.00 FT NAVD

GUARDRAIL, SEE DETAIL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

CROSS SECTION
-
A

ELEVATION, (FT NAVD)
A
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'
BAY SIDE ELEVATION/PROFILE ALONG CONTROL LINE A-6
C10
5 C10
2 C10
2 NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SCL) FOR CONTROL LINE A-6 LAYOUT.

2. SEE SPG SHEETS FOR TOP OF WALL PROFILE FOR FLOODWALL 8.

3. SEE SHEET S-E01 FOR LAGOON OUTLET STRUCTURE AND FLOODWALL 7 DETAILS.

4. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

AP7
SHORELINE ACCESS RAMP AT ST 69+91
C10
5 --
-
SCALE: 1" = 10'
PLAN
SB06
1 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 14 1 ARO CONFORMED SET07/31/20
14 576
0 4
8 12
16 0
4 8
12 16
0 5 5 10 15 20 25-15 -10 -5
2020
30 0
4 8
12 16
0 4
8 12
16 0 5 5 10 15 20 25-15 -10 -5
2020
30 EXISTING SLOPE WITH RSP

SHEET PILE WALL

SHEET PILE

WALL CAP

EXISTING GRADE

CONTROL
LINE 1

CONTROL
LINE A-7

CONTROL
LINE FW 09
7'± WIDE PATH
+11.88
+15.08
+14.94
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/83+00
+14.65
+12.15
+12.25
+12.60
+12.50
+11.8
0+00
0+61
+14.93
+14.84
+14.69
+15.00
+15.00
+15.02
+15.02
CONTROL LINE 1
BEGIN CONTROL LINE A-7A AT
CENTERLINE 7 FT WIDE WALL OPENING
CONTROL LINE 1 STA 82+81.21

5.4 5.5

4.9 12.1

12.1 12.1

11.8 RETAINING WALL 2
FLOOD WALL 9
BEGIN CONTROL LINE A-7B AT
CONTROL LINE A-7A STA 0+05
4' WIDE CONC PATH
6'
BOTTOM

LANDING
5'
CONTROL LINE A-7A
CONTROL LINE A-7B
3' WIDE CONC PATH
10 10
5 5
5 7 FT± WIDE RAMP
TOP EL 15.00 FT NAVD
BOTTOM EL 12.60 FT NAVD

5.8 FT± WIDE 30 FT

LONG RAMP
TOP EL 14.65 FT NAVD
BOTTOM EL 12.25 FT NAVD
12 13
14 RELOCATE EXISTING PICNIC
TABLE. KEEP ROCK SLOPE
PROTECTION AT LEAST 4 FT

FROM RELOCATED PICNIC
TABLE.
3' WIDE

CONC PATH
14 13
12 0
4 8
12 16
20 0
4 8
12 16
20 0
4 8
12 16
20 0
4 8
12 16
20 FLOODWALL 8

SHEET PILE WALL

SHEET PILE WALL CAP GUARDRAIL WITH HANDRAIL

SEE DETAIL

EXISTING GRADE

1.75%
RAMP

SEE DETAIL

1.7%

1.75%

GUARDRAIL

SEE DETAIL

8.0%

GUARDRAIL

SEE DETAIL

GUARDRAIL
WITH

HANDRAIL

SEE DETAIL

1.75%8.0%
RAMP

SEE DETAIL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION

ELEVATION, (FT NAVD)
A
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

BAY SIDE ELEVATION
A
-

ELEVATION, (FT NAVD)
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-7 LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILE FOR RETAINING WALL 6.

3. SEE STRUCTURAL SHEETS (S) FOR FLOODWALL 9 DETAILS.

4. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

5. STAIRS SHALL MEET BUILDING CODE AND ADA REQUIREMENTS.

C10
8 C10
3 SHORELINE ACCESS STAIRS AND VIEWING PLATFORM AT STA 82+81 AP8
C10
3 C10
2 -
--
C10
8 SCALE: 1" = 10'
PLAN
C11
3 C10
8 C10
8 1 ARO CONFORMED SET07/31/20
14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
C10
2 14.1 ES 02/23/22 STAIRS TO RAMP CONCRETE WALL CLARIFICATION 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 14
577
+14.64
+14.55
+10.05
+14.64
+14.55

14.90+

13.01++15.02
+15.00 /
/////
/
/
//
/
////
/ /
/
/ / / / / / / / / / /
/
/
+14.77
+12.43+

12.56 +14.82
94+00
95+00

12.91+

14.94+
+14.55
FLOODWALL 24
4'-1" CONC RAMP
CONTROL LINE A-50
CONTROL LINE 1
RETAINING WALL 4
RETAINING WALL 39
3'-8"
10 5
10 10
7 FT WIDE BREAK IN SHEET PILE WALL
CENTERLINE AT CONTROL LINE 1 STA 94+03.68
4 FT± WIDE RAMP
TOP EL 14.77 FT NAVD
BOTTOM EL 12.56 FT NAVD
5 FT± WIDE RAMP
TOP EL 14.90 FT NAVD
BOTTOM EL 13.01 FT NAVD
5' CONC RAMP

CONNECT NEW FLOODWALL

TO EXISTING, SEE DETAIL
20-10 -5 0 5 10 15
0 4
8 12
16 25 30
20 0
4 8
12 16
20 -20 -15-30 -25-40 -35 20-10 -5 0 5 10 15
0 4
8 12
16 25 30
20 0
4 8
12 16
20 -20 -15-30 -25-40 -35

GUARDRAIL

SEE DETAIL

GUARDRAIL

SEE DETAIL

RETAINING
WALL 39
11'± 18'±

CONTROL
LINE 1
2%1%

EXISTING SLOPE

WITH RSP

CONTROL
LINE FW 24
7'± WIDE PLATFORM

SHEET PILE WALL

SHEET PILE

WALL CAP
0 4
8 12
16 20-10 -5 0 5 10 15 25 30
20 0
4 8
12 16
20 0
4 8
12 16
20-10 -5 0 5 10 15 25 30
20 0
4 8
12 16
20 HANDRAIL

SEE DETAIL

CONTROL
LINE 1

CONTROL
LINE FW 24

SHEET PILE WALL

SHEET PILE

WALL CAP
LEVEL

EXISTING SLOPE

WITH RSP
5'± WIDE RAMP
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1' = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION
-
B
AP10

SHORELINE ACCESS STAIRS AND VIEWING PLATFORM, AND
TRAIL ACCESS PATH AT STA 94+04
HOR. SCALE: 1' = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

CROSS SECTION

ELEVATION, (FT NAVD)
-
A
-
-
-
B
-
A
-
-
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-50 LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILE FOR RETAINING WALLS.

3. SEE STRUCTURAL SHEETS (S) FOR FLOODWALL 24 DETAILS.

4. RETAINING WALL TYPE AB1 AND AB2 AS APPLIES. SEE STRUCTURAL SHEETS (S).

5. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

6. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

7. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

8. STAIRS SHALL MEET BUILDING CODE AND ADA REQUIREMENTS.

SCALE: 1" = 10'
PLAN
C10
5 C10
2 C10
2 C11
3 C10
8 C10
8 8'±
1 ARO CONFORMED SET07/31/20
14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14.1 ES 02/23/22 STAIRS TO RAMP CONCRETE WALL CLARIFICATION SC06B
1 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 14 578
0 4
8 12
16 20
0 4
8 12
16 20
0 4
8 12
16 20
0 4
8 12
16 20
FLOODWALL 12

EXISTING
GRADE
FLOODWALL 35

FINISH GRADE
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
BCDC
+14.1
+14.02
+15.25
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/ /
/
/
/
/
/
102+00
103+00
104+00
2+00
3+00
4+00 4+04
2+31
1+00
2+00
+14.5
+14.5
CONTROL LINE 1
FLOODWALL 12

WERDER PARK

WERDER PIER

CONTROL
LINE A-9

11.4 11.1

11.7 10.6

10.6 10.3

10.6 11.3

8.8 9.7

9.5 10.5

10.8 10.7

12.6 13.4 13.1
FLOODWALL 35
FLOODWALL 11

DG PAVEMENT
FLOODWALL 11 RETURNS TO WERDER PIER

STRUCTURE TO PROVIDE PIER ACCESS
AT CONTROL LINE FW-11
STA 1+38.32 AND STA 1+50.49

CONC PATH
5'
5'
4'
R = 6.48 FT

CONFORM TO (E) DG PATH
10 10
15 10
5 5 FT WIDE BREAK IN SHEET PILE WALL
CENTERED AT STA 103+99.71
CONTROL LINE 2

WERDER PIER
12 11
10 11 12
10 0.5%
12 12.09
15-20 -15 -10 -5 0 5 10
0 4
8 12
16 20
0 4
8 12
16 20
15-20 -15 -10 -5 0 5 10
0 4
8 12
16 20
0 4
8 12
16 20

EXISTING GRADE WITH RSP
5'± PATH

FINISH GRADE

SHEETPILE CAP

SHEETPILE WALL

DG PAVEMENT

CONTROL
LINE 1

CONTROL
LINE FW 35
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

BAY SIDE ELEVATION

ELEVATION, (FT NAVD)
A
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION
A
-
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-9 LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILES.

3. SEE STRUCTURAL SHEETS (S) FOR FLOODWALL 11 DETAILS.

4. SEE LANDSCAPING SHEETS FOR AMENITY DETAILS.

AP12

SHORELINE ACCESS AND TRAIL GRADING NEAR

WERDER PIER AND BRIDGEVIEW PARK
--
-
SCALE: 1" = 10'
PLAN
C11
3 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 14 1 ARO CONFORMED SET07/31/20
579
0 4
8 12
16 405 10 15 20 25 30 35-15 -10 -5 0
20 0
4 8
12 16
20 0
4 8
12 16
405 10 15 20 25 30 35-15 -10 -5 0
20 0
4 8
12 16
20 EXISTING SLOPE WITH RSP
2"

SHEET PILE WALL

SHEET PILE

WALL CAP

CONTROL
LINE 1

CONTROL
LINE A-10

GUARDRAIL

SEE DETAILHANDRAIL

SEE DETAIL
LEVEL

HANDRAIL

SEE DETAIL
3'

CONCRETE PATH
7'± WIDE RAMP

FINISH GRADE

CONTROL
LINE FW 13
+13.17

14.50+

14.69+
+11.5
+13.26
+11.84
+11.72
+11.84
+11.84
+11.5
/
/
/
/
/
/
/
/
/
/
/
/
/
110+00
111+00

14.69+

11.77+

14.52+ 14.62+
+11.79
+11.67
+11.67

PROTECT (E) UTILITIES

CROSSING FLOODWALL
CONTROL LINE 1

9.9 10.3

10.6 10.5

10.5 10.6

11.6 12.1
10 CONCRETE PATH
3'
CONTROL LINE A-10
5'
10 5

SFO ILS MARKER

CONFORM CONCRETE PATH

TO EXISTING AC PATH

BREAK IN SHEET PILE WALL
CENTERED AT STA 110+82.19

END SHEET PILE WALL
AT STA 110+75.17

START SHEET PILE WALL
AT STA 110+89.18

PROTECT IN PLACE EXISTING

PG&E ELECTRIC LINE
MAINTAIN A MINIMUM OF 12"

CLEARANCE BETWEEN

UTILITIES AND EDGE OF

CONCRETE PILASTERS
PROTECT IN PLACE EXISTING 2"

PAC-BELL CONDUIT
MAINTAIN A MINIMUM OF 12"

CLEARANCE BETWEEN UTILITIES AND

EDGE OF CONCRETE PILASTERS
14'
FLOODWALL 13
6 FT WIDE RAMP
TOP EL 14.52 FT NAVD
BOTTOM EL 11.84 FT NAVD

PICNIC TABLE PAD
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15

SHEET PILE CAP

GUARDRAIL

SEE DETAIL

HANDRAIL

SEE DETAIL

8.0%

1.75%

CONCRETE

FLOODWALL GUARDRAIL

SEE DETAIL
1%1%

SHEET PILE CAP

SHEET PILE WALL

PROPOSED GRADE
1%
(E) UTILITY
2" X 18" POLYSTYRENE
CENTERED OVER (E) UTILITY.

INSTALL ACROSS ENTIRE

FOOTING ABOVE UTILITY IF
LESS THAN 1 FT OF

CLEARANCE

FLOODWALL FOOTING

FLOODWALL KEY

BEYOND DISCONTINUE
WITHIN 6" CLEAR OF UTILITY
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION

ELEVATION, (FT NAVD)
A
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'
PROFILE OF CONTROL LINE A-10/BAY SIDE ELEVATION

ELEVATION, (FT NAVD)
C10
5 C10
2 C10
2 C10
2 C10
5 A
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-10 LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILES.

3. SEE STRUCTURAL SHEETS (S) FOR FLOODWALL 13 DETAILS.

4. SEE LANDSCAPING SHEETS FOR AMENITY DETAILS.

AP13
143
MER
MER

SHORELINE ACCESS RAMP AND VIEWING
PLATFORM AT STA 111+13
--
C10
5 --
SCALE: 1" = 10'
PLAN
384
SC18
4 1 ARO CONFORMED SET07/31/20
8 ES 03/19/21 ACCESS AND UTILITY PROTECTION AT SFO ILS MARKER SCALE: NTS
UTILITY PROTECTION DETAIL 1
--
AP13
1 14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 C10
8 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 14 8
8 8
8 580
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15 SAN FRANCISCO BAY
+14.14
+10.48
BCDC
BCDC
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
113+00
+14.14
+14.04
+14.14

14.04+
+14.14
+14.14
+10.54
+
+
+
+
+
+
+
+
+
+
10 CONTROL LINE A-11B START AT
CONTROL LINE A-11A STA 0+23.87
EL 14.10 FT NAVD
RETAINING WALL 6
RETAINING WALL 7
10 10

6.7 5.9

6.3 6.3

10.5 10.6
+R = 19.96 FT
PRC
R = 10 FT
R = 5 FT
R = 10 FT
R = 5 FT
CONC
STA 0+36.75
EL 11.84 FT NAVD
STA 0+41.75
EL 11.76 FT NAVD
STA 0+08.16
EL 14.12 FT NAVD
TYPE 4 CURB CUT

AND ACCESSIBLE
RAMP
C4
1 STA 0+32.88
EL 14.03 FT NAVD
STA 0+43.88
EL 7.03 FT NAVD
STA 0+47.88
EL 6.95 FT NAVD
STA 0+56.73
EL 10.56 FT NAVD
STA 0+79.30
EL 10.46 FT NAVD
STA 1+01.76
EL 8.99 FT NAVD
8' ±
STA 1+26.42
EL 7.03 FT NAVD
+
STA 1+32.42
EL 6.92 FT NAVD
RETAINING WALL 8
10'
CONTROL LINE A-11B
10 5
8 FT± WIDE STAIRS
TOP EL 14.03 FT
BOTTOM EL 7.03 FT
11 INCH TREAD, 12 RISERS
STA 0+96.76
EL 9.08 FT NAVD

CONTROL LINE
A-11A START AT
CONTROL LINE 1
STA 112+39.70
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15

GUARDRAIL WITH HANDRAIL

SEE DETAIL
C10
3 STAIRS

SEE DETAIL
S-C07
C
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15

GUARDRAIL WITH HANDRAIL

SEE DETAIL
C10
3 0
10 5
15 0
10 5
15 0
10 5
15 0
10 5
15 GUARDRAIL WITH HANDRAIL

SEE DETAIL
C10
3 GUARDRAIL WITH HANDRAIL

SEE DETAIL
C10
3 HANDRAIL

SEE DETAIL
C10
5 C10
5 HANDRAIL

SEE DETAIL

RETAINING
WALL 7

RETAINING
WALL 8
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

ELEVATION FROM BEACH PARK BOULEVARD

ELEVATION, (FT NAVD)
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION A
-
A
NOTE:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-11A AND A-11B LAYOUTS.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILES FOR RETAINING WALLS 9, 10, AND 11.

3. RETAINING WALL TYPE AB1 AND AB2 AS APPLIES. SEE STRUCTURAL SHEETS (S).

4. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

6. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

7. STAIRS SHALL MEET BUILDING CODE AND ADA REQUIREMENTS.

HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

NORTHWEST ELEVATION

ELEVATION, (FT NAVD)
AP14
TRAIL ACCESS RAMP AND STAIRS AT STA 112+40
-
B
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION B
--
--
-
-
SCALE: 1" = 10'
PLAN
S-C07
C
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 1 ARO CONFORMED SET07/31/20
581
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15

EXISTING GRADE

BAY TRAIL
8' STAIR

SANDERLING STREET
+14.14+9.93
+6.43
+11.64
+7.62
+6.39+6.00
+14.14
+14.14
+10.06
BCDC
+10.01
131+00+14.14
+6.50
+6.34
+6.34
+11.55
+10.12
+7.53

10.18+

10.15+

6.9 6.8

5.7 11.8

12.1 12.1

5.7 10
10 10
CONTROL LINE A-13A
(STAIRS) START AT
CONTROL LINE 1
STA 130+82.70
RETAINING WALL 42
RETAINING WALL 13
CONTROL LINE 1
CONTROL LINE A-13-B
RETAINING WALL 16
CONTROL LINE A-13B
(STAIRS) START AT
CONTROL LINE 1
STA 0+23.01
RETAINING WALL 12
RETAINING WALL 14
RETAINING WALL 41
RETAINING WALL 13
TYPE 5 CURB CUT

AND ACCESSIBLE
RAMP
10 0
10 5
15 0
10 5
15 0
10 5
15 0
10 5
15 0
10 5
15 0
10 5
15 GUARDRAIL WITH HANDRAIL

SEE DETAIL
11"H : 7"V STAIRS

SEE DETAIL

GUARDRAIL

SEE DETAIL

EXISTING GRADE
RETAINING WALL 12
.38%
8'±
2%7.3%

CONFORM TO

EXISTING GRADE

AT CURB
4'
0 4
8 12
16 0
4 8
12 16
0 4
8 12
16 0
4 8
12 16
0 4
8 12
16 0
4 8
12 16
RETAINING WALL 41 GUARDRAIL WITH HANDRAIL

SEE DETAIL

RETAINING
WALL 14

EXISTING
GRADE

GUARDRAIL

SEE DETAIL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

ELEVATION FROM BEACH PARK BOULEVARD
-
B

ELEVATION, (FT NAVD)
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION A
A
-
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION B
S-C07
C
C8
2 C8
3 C8
3 NOTE:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-13A AND A-13B LAYOUTS.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILES.

3. RETAINING WALL TYPES AB1, AB2, AND AB3 AS APPLIES. SEE STRUCTURAL SHEETS (S).

4. SEE LANDSCAPING SHEETS FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

6. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN. AP16 TRAIL ACCESS RAMP AND STAIRS AT STA 130+83
-
-
C4
2 --
--
NOTE: MAXIMUM SPACE BETWEEN GUARDRAIL
AND RETAINING WALL SHALL BE 4 INCHES.

ELEVATION, (FT NAVD)
SCALE: 1" = 10'
PLAN
C8
2 1 ARO CONFORMED SET07/31/20
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 582
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15
8'-3"

EXISTING GRADE
11"H : 7"V STAIRS

SEE DETAIL

GUARDRAIL

SEE DETAIL

GUARDRAIL WITH HANDRAIL

SEE DETAIL

GUARDRAIL

SEE DETAIL
8' LANDING
10' LANDING
8'-3"

GUARDRAIL WITH HANDRAIL

SEE DETAIL

EXISTING GRADE

EXISTING GRADE
+9.51

9.62++9.49
+13.76
+13.62
+9.57
BCDC
BCDC
+13.64
+13.62

14.00+
+14.18
+14.18
+14.18
153+00
+14.18

14.00+

13.91+

13.91+
+13.64
+13.64
+9.53

6.34+
+6.4
+6.01
+6.01

6.01+

5.96+
BEGIN CONTROL LINE A-17-A AT
CONTROL LINE 1 STA 153+27.50
7 FT WIDE BREAK IN SHEET PILE WALL

CENTERLINE AT
CONTROL LINE 1 STA 153+27.50
CONTROL LINE 1

RETAINING
WALL 19

RETAINING
WALL 44
CONTROL LINE A-17-A

BEGIN CONTROL
LINE A-17-B (STAIRS)
10 10

5.1 5.1

5.9 5.9

11.1 12.1

11.1 11.8

9.1 9.5

11.8 RETAINING
WALL 43

RETAINING
WALL 20
STA 0+18.00
EL 13.64 FT NAVD
STA 0+23.03
EL 13.76 FT NAVD
STA 0+31.26
EL 13.62 FT NAVD
STA 0+59.34
EL 11.37 FT NAVD
STA 0+64.34
EL 11.30 FT NAVD
STA 0+84.76
EL 9.67 FT NAVD
STA 1+03.80
EL 9.64 FT NAVD
STA 1+24.21
EL 8.00 FT NAVD
STA 1+29.21
EL 7.93 FT NAVD
STA 1+47.80
EL 6.44 FT NAVD
STA 0+08.26
EL 13.62 FT NAVD
STA 0+13.67
EL 9.51 FT NAVD
STA 0+13.67
EL 9.49 FT NAVD
STA 0+27.34
EL 5.96 FT NAVD
FLOOD WALL 31

GUARDRAIL

SEE DETAIL

GUARDRAIL

SEE DETAIL

RETAINING
WALL18

INSTALL NEW CURB AND CONFORM TO (E) CURB
TYPE 4 CURB CUT AND ACCESSIBLE RAMP

AT MARLIN AVE
CONFORM AT 5.5 FT NAVD ±
10 0
10 5
15 0
10 5
15 2%
0 10
5 15
0 10
5 15
2%
0 10
5 15
0 10
5 15
2%

RETAINING
WALL 44

EXISTING GRADE
11"H : 7"V STAIRS

SEE DETAIL

GUARDRAIL

SEE DETAIL GUARDRAIL WITH HANDRAIL

SEE DETAIL

GUARDRAIL

SEE DETAIL
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15
0 10
5 15RETAINING
WALL 43

RETAINING
WALL 18

EXISTING
GRADE

GUARDRAIL WITH HANDRAIL

SEE DETAIL

GUARDRAIL

SEE DETAIL
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

ELEVATION
B

ELEVATION, (FT NAVD)
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION B

ELEVATION, (FT NAVD)
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION A
-
A
C8
2 C8
3 C8
3 S-C07
C
C8
2 C8
3 S-C07
C
AP20

TRAIL ACCESS RAMP AND STAIRS, AND
SHORELINE VIEWING PLATFORM AT STA 153+28
C8
3 C8
2 NOTE:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-17-A AND A-17-B LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILES.

3. RETAINING WALL TYPES AB1, AB2, AND AB3 AS APPLIES. SEE STRUCTURAL SHEETS (S).

4. SEE LANDSCAPING SHEETS FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

6. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.
--
--
C8
2 C8
2 -
--
C2
3 SCALE: 1" = 10'
PLAN
C8
2 C8
2 C9
2 1 ARO CONFORMED SET07/31/20
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 583
0 10
5 15
0 10
5 15
20 20
+13.74
+13.64
SIGN
+13.64

TARPON AVENUE
BCDC
BCDC
+13.64
+13.64
10 /
/
/
/
/
/
/
/
/
/
/
/
/
165+00
166+00
1+48
0+00
1+00
0+00
1+00
1+50
0+00
0+33
165+00
166+00
165+00
166+00
+13.64
+13.70
+13.70
+13.76
0+00
1+00
1+68
0+00
0+53
+5.00
RETAINING WALL 22
RETAINING WALL 23
RETAINING WALL 24
BEGIN CONROL LINE A-18-A AT
CONTROL LINE 1 STA 164+95.70
BEGIN CONROL LINE A-18-B AT
CONTROL LINE 1 STA 166+56.49

4.7 5.6

4.9 10.2

11.1 10.9

10.2 7.8

8.3 10.3

10.2 10.1

9.8 11.1

8.5 11.1

5.8 4.3

11.1 STA 0+18.00
EL 13.64 FT NAVD
STA 0+28.46
EL 13.64 FT NAVD
STA 0+48.15
EL 12.04 FT NAVD
STA 0+53.16
EL 11.95 FT NAVD
STA 0+82.55
EL 9.56 FT NAVD
STA 0+87.56
EL 9.53 FT NAVD
STA 1+16.95
EL 7.14 FT NAVD
STA 1+21.96
EL 7.05 FT NAVD
STA 1+45.35
EL 5.15 FT NAVD

4.6 STA 0+18.00
EL 13.64 FT NAVD
STA 0+28.07
EL 13.64 FT NAVD
STA 0+39.99
EL 5.25 FT NAVD
TYPE 4 CURB CUT AND ACCESSIBLE RAMP

AT TARPON AVE
CONFORM AT 4.6 FT NAVD ±
10 10
10 10
5 GUARDRAIL

WITH HANDRAIL

SEE DETAIL

RETAINING
WALL 22

EXISTING
GRADE

GUARDRAIL

SEE DETAIL

CONTROL
LINE A-18
8' RAMP

RETAINING
WALL 23

HANDRAIL

SEE DETAIL
0 10
5 15
0 10
5 15
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1" = 10'
VERT. SCALE: 1" = 10'

ELEVATION, (FT NAVD)

ELEVATION
-
A

ELEVATION, (FT NAVD)
HOR. SCALE: 1" = 4'
VERT. SCALE: 1" = 4'

CROSS SECTION A
C8
2 C8
5 C8
3 AP22
TRAIL ACCESS RAMP AT STA 164+96 AND
TRAIL ACCESS STAIRS AT STA 166+56
NOTE:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-18-A AND A-18-B LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILES.

3. RETAINING WALL TYPES AB1 AND AB2 AS APPLIES. SEE STRUCTURAL SHEETS (S).

4. SEE LANDSCAPING SHEETS FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

6. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.
--
-
SCALE: 1" = 10'
PLAN
C4
1 1 ARO CONFORMED SET07/31/20
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 584

GUARDRAIL

SEE DETAIL

SHEET PILE WALL

SHEET PILE

WALL CAP

CONTROL
LINE 1

FINISH GRADE

EXISTING RSP SLOPE
10'± WIDE PLATFORM

CONTROL
LINE FW 30
0 4
8 12
16 20 50-10 -5 0 5 10 15
0 4
8 12
16 25 30 35 40 45
2020

SAN FRANCISCO BAY
BCDC
BCDC
BCDC
BCDC
BCDC
10 10
10 /
/
/
/
/
/
/
/
/
/
////
168+00
169+00
170+00
168+00
169+00
170+00
0+00
0+00
0+61
-0+00
0+47
168+00
169+00
170+00
0+48
45 46
+11.41
+11.3
+14.14
+11.3
+11.3
+11.27
+11.6
+11.3
+11.4
+11.37
+11.5
+11.3
+11.34
+11.3
7 FT WIDE BREAK IN SHEET PILE WALL
CENTERED AT CONTROL LINE 1 STA 168+70.70
7'
10 10
10 10
FLOODWALL 30
CONTROL LINE A-55-A AT CENTER OF PATH
CONTROL LINE A-55-B AT CENTER OF PATH
CONTROL LINE 1
6'
6'
13 12
14 TOP OF RAMP AT
CONTROL LINE 1 STA 168+74.19

BOTTOM OF RAMP AT
CONTROL LINE 1 STA 169+05.44
+14.14 +14.11
+14.06
+14.00
+13.9113.91+
+13.91
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1' = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

CROSS SECTION
-
A
A
-
AP23

SHORELINE ACCESS STAIRS AND
VIEWING PLATFORM AT STA 168+75
-
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-45 AND A-46 LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILE FOR RETAINING WALLS.

3. SEE STRUCTURAL SHEETS (S) FOR FLOODWALL 30 DETAILS.

4. SEE LANDSCAPING SHEETS (L) FOR AMENITY DETAILS.

5. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

6. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.

SCALE: 1" = 20'
PLAN
-
C8
2 C9
2 1 ARO CONFORMED SET07/31/20
14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 C10
8 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 585
10' CONC PATH

CONTROL
LINE A-21

EXISTING GRADE
0 4
8 12
16 0
4 8
12 16
0 5 10 15 20-20 -15 -10 -5
2020
BCDC
BCDC
BCDC
/
/
/
/
/
/
/
/
/
/
/
/
/
194+00
195+00
196+00
194+00
195+00
196+00
194+00
195+00
196+00
0+00
1+00
2+00
2+19
194+00
195+00
196+00
CONTROL LINE 1A

11.6 10.3

11.5 11.8

10.4 11.7

9.9 10.4

9.5 8.5

6.7 7.5

7.46.3 6.7
CONTROL LINE A-21

10.9 FT WIDE CONC PATH

CONFORM TO (E)

CONC PATH
BEGIN CONTROL LINE A-21 AT
CONTROL LINE 1A STA 193+96.27
15 10
15 15
10 15
10 15
15 0
10 5
0 10
5 15
1+20 1+30 1+40 1+50 1+600+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 2+00 2+10 2+201+70 1+80 1+90 (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION
HOR. SCALE: 1' = 4'
VERT. SCALE: 1" = 4'

ELEVATION, (FT NAVD)

CROSS SECTION

ELEVATION, (FT NAVD)
-
A
HOR. SCALE: 1' = 10'
VERT. SCALE: 1" = 10'
PROFILE ALONG CONTROL LINE A-21
AP26
TRAIL ACCESS AT STA 193+96
NOTE:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS (SC) FOR CONTROL LINE A-21 LAYOUT.

2. SEE WALL SHEETS (W) FOR TOP OF WALL PROFILES.

3. SEE LANDSCAPING SHEETS FOR AMENITY DETAILS.

4. POINT ELEVATIONS AND DISTANCES GOVERN DESIGN.

5. DIMENSIONS ARE NOMINAL. FIELD CONDITIONS GOVERN.
-
A
-
-
SCALE: 1" = 20'
PLAN
1 ARO CONFORMED SET07/31/20
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]
14 3
C19
586
SOLID DRAIN PIPE PENETRATION THROUTH MSE BLOCK UNIT:
· CORE BLOCK AND FILL ANNULAR SPACE W/ GROUT;
· CUT BLOCK(S) AND FILL SPACE WITH GROUT; OR
· LEAVE FULL BLOCK SPACE EMPTY AND FILL SPACE WITH GROUT OR CONC. · USE HALF-HEIGHT STANDARD BLOCKS AS REQD.

IF DAYLIGHT IS TO ADJACENT GUTTER
NOTE: CUT INTO BACK OF ADJACENT

SDCB WHERE DIRECTED AND

BACKFILL MSE WALLS PER S-D
SHEETS. IF SO, USE 4" DIA DRAIN PIPE
TO CB.

C1
NOTES:

1. THIS ALTERNATE DETAIL APPLIES WHERE THE LOWEST MSE WALL SUBDRAIN SHOWN ON SHEETS S-D01, S-D02, S-D03, OR SD-04 CANNOT BE GRAVITY DRAINED TO DAYLIGHT AS DIRECTED IN THE FIELD. THIS DETAIL IS USED FOR RW-01, RW-02 FROM STA RW-2 0+00 TO STA RW-2 0+73, RW-02 FROM CONTROL LINE 1 STA 69+71 TO END, RW-04 FROM CONTROL LINE 1 STA 89+61 TO STA 92+99, RW-05, RW-09 FROM STA 0+56 TO STA 1+00, AND RW-40.

2. REFER TO SHEETS S-D01 THROUGH S-D04 FOR MSE WALL BACKFILL AND SUBDRAINAGE DETAIL FOR RETAINING WALLS WHERE GRAVITY DRAINAGE TO DAYLIGHT IS POSSIBLE BASED ON FIELD DIRECTION.

3. REFER TO SHEETS S-D01 THROUGH S-D04 FOR ALL OTHER ASPECTS OF MSE WALL CONSTRUCTION,

INCLUDING EXCAVATION LIMITS

4. CONTRACTOR MAY PROPOSE ALTERNATIVE MEANS FOR WALL SUBDRAINAGE. 3 LEVEL FOREGROUND
8" - 12" LAYER OF CLASS 1 TYPE B PERMEABLE
MATERIAL WRAPPED IN FILTER FABRIC OR CLASS 2

PERMEABLE MATERIAL WITH FILTER FABRIC ABOVE

CELLULAR CONCRETE FILL
4" DIA PERFORATED PIPE
TEE TO SOLID PIPE DRAIN AS REQD.

DAYLIGHT LEVEL PIPE TO (E) SLOPE AS

DIRECTED IN THE FIELD WHERE DIRECTED,

BACKFILL MSE WALL PER S-D SHEETS AND

TERMINATE DRAIN PIPE AT BACK OF ADJACENT
SDCB.

SLOPING FOREGROUND
2 --
2 --
SOLID DRAIN PIPE PENETRATION THROUTH MSE BLOCK UNIT:
· CORE BLOCK AND FILL ANNULAR SPACE W/ GROUT;
· CUT BLOCK(S) AND FILL SPACE WITH GROUT; OR
· LEAVE FULL BLOCK SPACE EMPTY AND FILL SPACE WITH GROUT OR CONC. · USE HALF-HEIGHT STANDARD BLOCKS AS REQD.
8" - 12" LAYER OF CLASS 1 TYPE B PERMEABLE
MATERIAL WRAPPED IN FILTER FABRIC OR CLASS 2

PERMEABLE MATERIAL WITH FILTER FABRIC ABOVE

CELLULAR CONCRETE FILL
4" DIA PERFORATED PIPE
TEE TO SOLID PIPE DRAIN AS REQD.
12" CLASS2 AB LEVELING PAD12" CLASS2 AB LEVELING PAD

CONTROLLED DENSITY FILL

EXTEND FILL VERTICALLY TO UNDERSIDE OF DRAINAGE

BLANKET OR AS CONVENIENT FOR GEOGRID PLACEMENT

CONTROLLED DENSITY FILL

EXTEND FILL VERTICALLY TO UNDERSIDE OF DRAINAGE

BLANKET OR AS CONVENIENT FOR GEOGRID PLACEMENT
(E) SD OUTLET

CORE HOLE OR PUNCH
OUT. FILL ANNULAR

SPACE WITH NON-SHRINK
GROUT.
4" PVC DRAIN PIPE

UNIVERSAL OUTLET WITH

INTERNAL SPIGOT
(E) SD CURB INLET
SEE DETAIL, TYP.

DO NOT CONNECT DRAIN

TO CATCH BASIN BELOW
(E) SD OUTLET INVERT
3 C6
NOTE:

1. CONNECT 4" PVC SUBDRAIN OUTFALL TO SIDE OF
CURB INLET AS CONVENIENT. REPAIR ADJACENT
CURB, GUTTER, AND SIDEWALK AS REQUIRED.
4"
CONTROL LINE 1
3 FT WIDE TRAIL

FROM CAP

CAP OVERHANG VARIES

CONCRETE
PATH
1 SB06

CURB FACE AT VERTICAL

PROJECTION OF CAP

W/ ROUNDED EDGE
EXTEND 2 FT WHERE
SHOWN FOR 5 FT X 5 FT

PASSING SPACE
#4 @18"
1" CLR
1 2" PREMOLDED

EXPANSION

JOINT FILLER

UNREINFORCED

CONCRETE WITHIN SHEET
PILE CORRUGATIONS3" CLR
#4
(408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657

SCALE VERIFICATION

MISCELLANEOUS CONSTRUCTION DETAILS
C20
CDA 8/05/21 ALTERNATE MSE WALL BACKFILL AND DRAINAGE

ALTERNATE MSE WALL BACKFILL AND DRAINAGE
--
1 SCALE : NTS

SUBDRAIN CONNECTION TO STORM DRAIN CATCH BASIN
--
2 SCALE : NTS
10 LEADING EDGE FOR BAYSIDE PATH
--
3 SCALE : NTS
ES 11/12/21 ACCESSIBILITY MODIFICATIONS14
14 14.1 CDA 02/23/22 STAIRS TO RAMP CONCRETE WALL CLARIFICATION

14.2 ES 06/03/22 SHORELINE PATH REINFORCEMENT REVISION
ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED]14
587
X
X
X
X
X
X
X
X
X

START PAVING/STRIPING AND
DG SHOULDER AT STA 45+69

CONFORM TO
(E) PAVEMENT LIMITS
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

DG PLATFORM

NO STRIPING

CONCRETE PAD

AND STAIRS
CONCRETE PATH46+00
47+00
48+00
49+00
50+00
46+00
47+00
48+00
49+00
50+00
MATCH LINE 45+38

SEE ABOVE
MATCH LINE 50+35SEE NEXT SHEET

SAN FRANCISCO BAY
X

XXXXXXX

NO PAVING OR STRIPING WORK

CONCRETE ACCESS PATH

NO STRIPING
40+00 41+00 42+00 43+00 44+00
45+00
40+00 41+00 42+00 43+00 44+00
45+00
MATCH LINE 45+38

SEE BELOW
MATCH LINE 40+25

SEE PREVIOUS SHEET

SAN FRANCISCO BAY

BAYWINDS PARK
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 05

SCALE VERIFICATION
1 ARO 7/31/2020 CONFORMED SET
14 14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 588
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

DG PLATFORM,

NO STRIPING

CONCRETE PADS

FOR EMERGENCY

EGRESS LADDER
65+00
66+00
67+00
68+00
69+00
70+00
65+00
66+00
67+00
68+00
69+00
70+00
MATCH LINE 64+75

SEE ABOVE
MATCH LINE 69+75

SEE NEXT SHEET

EAST THIRD AVENUE

SAN FRANCISCO BAY
+15.38+13.94
+13.84+13.25

12.67+
+13.94 +12.66
+12.51

12.51+
+12.67
+12.57
+12.56
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

CONCRETE ACCESS PATH,

NO STRIPING

CROSSWALK ACROSS EAST

THIRD AVE TO SIDEWALK,
SEE DETAIL 7 ON PS 36

CONFORM TO (E) CURB

AND GUTTER

CONCRETE RAMP,

NO STRIPING

CONCRETE PATH

PAVEMENT OVERLAY

SEE SITE FURNISHING

LAYOUT PLANS
60+00
61+00
62+00
63+00
64+00
65+00
60+00
61+00
62+00
63+00
64+00
65+00
MATCH LINE 64+75

SEE BELOW
MATCH LINE 60+00SEE PREVIOUS SHEET

SAN FRANCISCO BAY

EAST THIRD AVENUE
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 07

SCALE VERIFICATION
1 ARO 7/31/2020 CONFORMED SET
14 14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 589
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

PAVEMENT OVERLAY

SEE SITE FURNISHING

LAYOUT PLANS

PEDESTRIAN ACCESS BRIDGE

NO STRIPING

CONCRETE PATH
85+00
86+00
87+00 88+00
89+00
90+00
85+00
86+00
87+00 88+00
89+00
90+00
MATCH LINE 85+14SEE ABOVE
MATCH LINE 90+25SEE NEXT SHEET

SAN FRANCISCO BAY

PICNIC TABLE
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

CONCRETE STAIRS

NO STRIPING CONCRETE PATH

CONCRETE PATH

CONCRETE RAMP

NO STRIPING
80+00 81+00 82+00 83+00 84+00
85+00
80+00 81+00 82+00 83+00 84+00
85+00
MATCH LINE 80+00SEE PREVIOUS SHEET
MATCH LINE 85+14SEE BELOW

SAN FRANCISCO BAY
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 09

SCALE VERIFICATION
1 ARO CONFORMED SET07/31/20
14 14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 590
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

CONCRETE PATH

CONCRETE ACCESS RAMP

NO STRIPING

CONCRETE ACCESS PATH

NO STRIPING
94+00
95+00
96+00
97+00
98+00
99+00
94+00
95+00
96+00
97+00
98+00
99+00
MATCH LINE 94+25

SEE ABOVE
MATCH LINE 99+50

SEE NEXT SHEET

CALTRANS ACCESS RAMP

SAN FRANCISCO BAY
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

CONCRETE ACCESS RAMP

NO STRIPING

CONCRETE PATH

CONCRETE RAMPS

AND PLATFORM

NO STRIPING

PAVEMENT OVERLAY

SEE SITE FURNISHING

LAYOUT PLANS
90+00
91+00
92+00
93+00
94+00
95+00
90+00
91+00
92+00
93+00
94+00
95+00
MATCH LINE 94+25

SEE BELOW
MATCH LINE 90+25SEE PREVIOUS SHEET

SAN FRANCISCO BAY
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 10

SCALE VERIFICATION
1 ARO 7/31/2020 CONFORMED SET
14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 591
168+00
169+00
170+00
171+00
172+00
173+00168+00
169+00
170+00
171+00
172+00
173+00
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

CONCRETE PAD AND STAIRS

NO STRIPING

CONCRETE PATH

NO STRIPING

RESTRIPE TO MATCH

EXISTING BEACH PARK

BOULEVARD STRIPING
MATCH LINE 173+25

SEE NEXT SHEET
MATCH LINE 168+00

SEE ABOVE

SAN FRANCISCO BAY

BEACH PARK BOULEVARD
163+00
164+00
165+00
166+00 167+00
168+00
163+00
164+00
165+00
166+00 167+00
168+00

PAVEMENT OVERLAY

SEE SITE FURNISHING

LAYOUT PLANS

CONFORM TO (E) CURB

AND GUTTER

PAVEMENT OVERLAY

SEE SITE FURNISHING

LAYOUT PLANS
SEE DETAIL 2 ON SHEET
PS 35 FOR STRIPING

DETAILS

CONCRETE RAMP AND STAIRS

NO STRIPING

CONCRETE PATH

NO STRIPING

RESTRIPE TO MATCH

EXISTING BEACH PARK

BOULEVARD STRIPING

PROPOSED FLASHING

BEACON CROSSWALK
SEE DETAIL 1 ON SHEET
PS 37 FOR DETAILS

REPLACE (E) CROSSWALK

ACROSS BEACH PARK

BOULEVARD TO SIDEWALK, SEE
DETAIL 7 ON PS 36

PROPOSED FLASHING

BEACON CROSSWALK
SEE DETAIL 1 ON SHEET
PS 37 FOR DETAILS
MATCH LINE 163+00

SEE PREVIOUS SHEET
MATCH LINE 168+00

SEE BELOW

TARPON AVENUE

BEACH PARK BOULEVARD
LEGEND

AC PAVEMENT, SEE SPECIFICATION
SECTION 32 12 16

SHOULDER PAVEMENT, SEE
SPECIFICATION SECTION 32 15 40

CONCRETE SLAB, SEE LANDSCAPE PLANS

FOR DETAILING

BICYCLE PATH MARKINGS

PEDESTRIAN PATH MARKINGS
1 C10
1 C10
NOTES:

1. SEE SURVEY CONTROL, LAYOUT, AND R.O.W. SHEETS FOR PROJECT CONTROL LINE AND OTHER CONTROL INFORMATION.

SEE SHEET PILE INSTALLATION AND GRADING PLAN FOR PROJECT PLAN AND PROFILE INFORMATION.

SEE FLOODWALL AND RETAINING WALL SHEETS FOR FLOODWALL AND RETAINING WALL DETAILS.

SEE CROSS SECTION SHEETS FOR LEVEE CROSS SECTIONS.

SEE CIVIL SHEETS FOR OTHER DETAILS.

2. PROVIDE PAVEMENT MARKINGS NEAR EACH ACCESS POINT AND PROVIDE PEDESTRIAN CROSSING THROUGH BICYCLE LANES, AS SHOWN.

3. CONTRACTOR TO REMOVE ANY TEMPORARY STRIPING FROM BEACH PARK BOULEVARD AND RE-STRIP TO MATCH THE ORIGINAL STRIPING LAYOUT. (408) 246-4848
SANTA CLARA, CA 95050
1171 HOMESTEAD ROAD, STE 255

CONSULTING CIVIL ENGINEERS
Schaaf Wheeler FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
SCALE: 1 INCH = 20 FEET

PAVING AND STRIPING PLAN
PS 17

SCALE VERIFICATION
1 ARO CONFORMED SET07/31/20
14 14 ES 11/12/21 ACCESSIBILITY MODIFICATIONS
14 ES 07/14/22 ACCESSIBILITY MODIFICATIONS [REISSUED] 14 592
DATE:

SCALE:

DRAWN BY:

CHECKED BY:

REVISIONS

SHEET OF
SHEET
CIP PROJ. NUNMBER
PROJECT NUMBER:

CITY OF FOSTER CITY
610 FOSTER CITY BOULEVARD, FOSTER CITY, CA 94404
PHONE (650) 286-3270 FAX (650) 345-4626
SURVEYED BY:

PUBLIC WORKS DEPARTMENT

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657FOST.12.16
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING

SCALES OTHERWISE, ADJUST THE

SCALE ACCORDINGLY
ΡΒ≅Κ∆ Υ∆ΘΗΕΗΒ≅ΣΗΝΜ

STRUCTURAL ENGINEERS
408-296-5515
San Jose, California 95126
865 The Alameda
C51739No.

C
Exp.

P
T H
A
N
NO T
A
O
R
NO
Y
6/30/24
E
E
R
N
G
NE

ANOSSF EORP
ERED
T
S
G
E
R
STATE

OF C A FORN
A

WILSEY-HAM
NOTE:

THE CONTRACTOR SHALL VERIFY ALL

CONTROLLING FIELD DIMENSIONS BEFORE
ORDERING OR FABRICATING ANY MATERIAL.

ΡΣΘΤΒΣΤΘ≅Κ Χ∆Σ≅ΗΚΡ , ΡΓ∆∆Σ ΟΗΚ∆ Χ∆Σ≅ΗΚΡ Μν− 5
(2015272S-B06) 2015272
Ρ,Α/5
CIP 301-657
4/24/2020

AS SHOWN
RLQ
DSR
DBD

14.2 DSR 6/3/22 SHORELINE PATH REINFORCEMENT REVISION
NOTES:

1. All Sheet Pile Wall bar reinforcing steel must be
epoxy coated.

2. Transverse score joints are to be installed at
12'-0" max on center and extend full width of
1 SB06

SECTION
3/4" = 1'-0"
VARIES
6" Max
VARIES
2'-0" Min
6%%129"
2%%129"
Clr
3" Clr,
Typ
7"
VARIES
SEE "CIVIL PLANS"

SHEET PILE WALL
6" FILLET 6" CLASS 2

AGGREGATE
BASE
#4 @ 12"
#4 @ 12"

SCORE JOINT
SEE NOTE 2
#4 @ 12"
3"
Clr
%%129" PREMOLDED EXPANSION

JOINT FILLER

CURB, AS

OCCURS, SEE
"CIVIL PLANS"

14.2 3" Clr
slab, UON. See for sidewalk score joint details.4
SA02
ACCESSIBILITY MODIFICATIONS [REISSUED]
07/14/2022
DSR
14 14
593
DATE:

SCALE:

DRAWN BY:

CHECKED BY:

REVISIONS

SHEET OF
SHEET
CIP PROJ. NUNMBER
PROJECT NUMBER:

CITY OF FOSTER CITY
610 FOSTER CITY BOULEVARD, FOSTER CITY, CA 94404
PHONE (650) 286-3270 FAX (650) 345-4626
SURVEYED BY:

PUBLIC WORKS DEPARTMENT

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657FOST.12.16
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING

SCALES OTHERWISE, ADJUST THE

SCALE ACCORDINGLY
ΡΒ≅Κ∆ Υ∆ΘΗΕΗΒ≅ΣΗΝΜ

STRUCTURAL ENGINEERS
408-296-5515
San Jose, California 95126
865 The Alameda
C51739No.

C
Exp.

P
T H
A
N
NO T
A
O
R
NO
Y
6/30/24
E
E
R
N
G
NE

ANOSSF EORP
ERED
T
S
G
E
R
STATE

OF C A FORN
A

WILSEY-HAM
NOTE:

THE CONTRACTOR SHALL

VERIFY ALL CONTROLLING

FIELD DIMENSIONS BEFORE

ORDERING OR FABRICATING
ANY MATERIAL.

ΡΣΘΤΒΣΤΘ≅Κ Χ∆Σ≅ΗΚΡ , ΒΝΜΒΘ∆Σ∆ ΕΚΝΝΧ ς≅ΚΚ Χ∆Σ≅ΗΚΡ Μν− 5≅ (2015272S-C06A) 2015272
Ρ,Β/5≅
CIP 301-657
4/24/2020

AS SHOWN
SMH
DSR
DBD
1 DSR 2/16/22 REBAR CLARIFICATIONS AT SHEET PILES

14.2 DSR 6/3/22 SHORELINE PATH REINFORCEMENT REVISION
NOTES:

1. Structural elevation is shown viewed from bay side
looking towards the land side.

8. For sheet pile wall details, see "STRUCTURAL DETAILS-SHEET7.

PILE DETAILS" sheets.

Refer to "TCX" sheets for civil typical cross sections,10. including paving and subgrade, soil reinforcement, and
trail grading details.

Refer to "L" sheets for architectural treatment limits11. and type.

Expansion joints must be placed at 96'-0" maximum, see .2.

Score joints must be placed at 24'-0" maximum, see .3.

All bar reinforcing steel must be epoxy coated.4.

Provide step in flood wall footing as required, see .5. 4 SC17
Refer to "SPG" sheets for flood wall layout, configuration, top of wall elevations, finish grade elevations at control Class 2 aggregate base may be installed between concrete6. walking surface and cellular concrete fill as required.

Refer to "FW" sheets for top of wall elevations and9.
existing grade elevations at FW LOL.

See "Civil Plans" for Right-of-Way, utility, drainage,12. roadway, and layout information not noted.
lines, and grading.
1 SC172
SC17
TW

RAILING, SEE
"CIVIL PLANS"
A
SC06A
1 SC06A
NEW/Exist FOOTING CONNECTION DETAIL
1/2" = 1'-0"
B
SC06A
C
SC06A

AS OCCURS

NEW WALL
Exist WALL

DRILL AND BOND
#5x1'-6" DOWEL IN
6" DEEP HOLE @ 12"
Exist TW
BEHIND
WALL
FG
OG=FG
BW
BOF
BOK
C
SC06A

SECTION
3/4" = 1'-0"
9"
1'-0"
1'-2"
4"
Clr
3" Clr,
Typ
#6 TOTAL 4
#7 Tot 4,
3" Clr
1'-2"
4"
Clr
#7 @ 6"
#7 @ 12"
#6 @ 12"
SEE NOTE 7

SHEET PILE WALL,
CLASS 2 AB

CELLULAR
Conc FILL
#7 @ 6"
3" Clr
1'-2"
#7 @ 12"
6" Clr,
Typ
3"
Clr
4"
Clr

DRILL & BOND
DOWELS, Typ

FOOTING AND TOE
OF Exist WALL,
BEYOND
4 SC18

REFER TO FOR

DETAILS NOT NOTED
A
SC06A

REFER TO FOR
DETAILS NOT NOTED, Typ
#7 @ 12"

CLASS IV
Typ
4"
Clr
#6 @ 12"
. DRILL &

BOND DOWELS
#7 @ 12"
#5 @ 6"

STEM OF
Exist WALL,
BEYOND
3"
Clr
3"
Clr
TW
TW
BOK
BOF
1'-6"
BW
1 14.2
A
SC06A

SECTION
3/4" = 1'-0"

SHEET PILE WALL,
SEE NOTE 7
CLASS 2 AB

CELLULAR
Conc FILL
Exist FLOOD WALL
#4 @ 12"
#6 @ 12"
4" Clr,
Typ
2%%129"
Clr
3"
Clr
6%%129"

CLASS IV

CONCRETE

WALKING

SURFACE
3"
3"
Clr

DRILL AND BOND
#6 DOWEL IN 6"
DEEP HOLE @ 12"
6"

DRILL AND BOND
#6 DOWEL IN
6" DEEP HOLE @ 12"
TW
1 Clr

14.2 %%129" PREMOLDED EXPANSION

JOINT FILLER
B
SC06A

SECTION
3/4" = 1'-0"
4" Clr

REFER TO FOR

DETAILS NOT NOTED
A
SC06A

SHEET PILE WALL,
SEE NOTE 7
CLASS 2 AB

CELLULAR
Conc FILL
3"
Clr
4"
Clr
1'-0"
1'-2"
4"
Clr
9"
6" Clr,
Typ
3" Clr,
Typ
3" Clr
1'-2"
#6 TOTAL 4
#5 @ 6"
#7 @ 12"
#7 Tot 4

DRILL & BOND
DOWELS, Typ
#7 @ 12"
STEM OF Exist

WALL, BEYOND
#7 @ 6"
#7 @ 12"
#6 @ 12"

CLASS IV
DRILL &

BOND DOWELS
SEE NOTE 13 SEE NOTE 13
3"
Clr
TW
1'-6"
BW
BOF
BOK
1 14.2
Dimensions must match adjacent existing footing.13.

ACCESSIBILITY MODIFICATIONS [REISSUED]
07/14/2022
DSR
14 1
14 1
14 1
14 594
DATE:

SCALE:

DRAWN BY:

CHECKED BY:

REVISIONS

SHEET OF
SHEET
CIP PROJ. NUNMBER
PROJECT NUMBER:

CITY OF FOSTER CITY
610 FOSTER CITY BOULEVARD, FOSTER CITY, CA 94404
PHONE (650) 286-3270 FAX (650) 345-4626
SURVEYED BY:

PUBLIC WORKS DEPARTMENT

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657FOST.12.16
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING

SCALES OTHERWISE, ADJUST THE

SCALE ACCORDINGLY
ΡΒ≅Κ∆ Υ∆ΘΗΕΗΒ≅ΣΗΝΜ

STRUCTURAL ENGINEERS
408-296-5515
San Jose, California 95126
865 The Alameda
C51739No.

C
Exp.

P
T H
A
N
NO T
A
O
R
NO
Y
6/30/24
E
E
R
N
G
NE

ANOSSF EORP
ERED
T
S
G
E
R
STATE

OF C A FORN
A

WILSEY-HAM
NOTE:

THE CONTRACTOR SHALL

VERIFY ALL CONTROLLING

FIELD DIMENSIONS BEFORE

ORDERING OR FABRICATING
ANY MATERIAL.

ΡΣΘΤΒΣΤΘ≅Κ Χ∆Σ≅ΗΚΡ , ΒΝΜΒΘ∆Σ∆ ΕΚΝΝΧ ς≅ΚΚ Χ∆Σ≅ΗΚΡ Μν− 5Α (2015272S-C06B) 2015272
Ρ,Β/5Α
CIP 301-657
4/24/2020

AS SHOWN
SMH
DSR
DBD

14.2 DSR 6/3/22

SHORELINE PATH REINFORCEMENT REVISION
TW

RAILING, SEE
"CIVIL PLANS"
A
SC06B
1 SC06B
NEW/Exist FLOOD WALL CONNECTION DETAIL
1/2" = 1'-0"
B
SC06B

NEW WALL
Exist WALL

DRILL AND BOND
#5x1'-6" DOWEL IN
6" DEEP HOLE @ 12", Typ
Exist TW
BEHIND
WALL
FG
OG=FG
BW
BOF
BOK
A
SC06
6"
Typ
1'-4"

CHIP OUT EXISTING
WALL, Exist Reinf

TO REMAIN UNDAMAGED
6"
Typ
A
SC06B

SECTION
3/4" = 1'-0"

SHEET PILE WALL,
SEE NOTE 7
CLASS 2 AB

CELLULAR
Conc FILL
Exist FLOOD WALL
#6 @ 12"
4"

CLASS IV
3" Clr
Typ TW
1'-2"È
7"
3"
Clr

REFER TO FOR

DETAILS NOT NOTED
A
SC06A
6"
Clr

DRILL AND

BOND DOWEL

14.2 B
SC06B

SECTION
3/4" = 1'-0"

REFER TO FOR

DETAILS NOT NOTED
A
SC06A

SHEET PILE WALL,
SEE NOTE 7
CLASS 2 AB

CELLULAR
Conc FILL
3"
Clr
4"
Clr
1'-0"
1'-2"
4"
Clr
9"
6" Clr,
Typ
3" Clr,
Typ
3"
1'-2"
#6 TOTAL 4
#5 @ 6"
#7 @ 12"
#7 Tot 4

DRILL & BOND
DOWELS, Typ
#7 @ 12"
#7 @ 6"
#7 @ 12"
#6 @ 12"

CLASS IV
. DRILL &

BOND DOWELS
SEE SEE NOTE 13
1'-6"
BW
BOF
BOK
Clr
6" Min
1'-0" Max
4" Clr
3"
Clr
TW 6"
NOTE 13
TOP OF Exist

WALL, BEYOND

DRILL & BOND
DOWELS, Typ
DRILL & BOND
DOWELS =
STEM

14.2 NOTE:

SEE SHEET S-C06A FOR NOTES.

ACCESSIBILITY MODIFICATIONS [REISSUED]
07/14/2022
DSR
14 14
14 595
DATE:

SCALE:

DRAWN BY:

CHECKED BY:

REVISIONS

SHEET OF
SHEET
CIP PROJ. NUNMBER
PROJECT NUMBER:

CITY OF FOSTER CITY
610 FOSTER CITY BOULEVARD, FOSTER CITY, CA 94404
PHONE (650) 286-3270 FAX (650) 345-4626
SURVEYED BY:

PUBLIC WORKS DEPARTMENT

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657FOST.12.16
1"0
THE BAR BELOW IS 1" ON THE
ORIGINAL DRAWING. IF THIS DRAWING

SCALES OTHERWISE, ADJUST THE

SCALE ACCORDINGLY
ΡΒ≅Κ∆ Υ∆ΘΗΕΗΒ≅ΣΗΝΜ

STRUCTURAL ENGINEERS
408-296-5515
San Jose, California 95126
865 The Alameda
C51739No.

C
Exp.

P
T H
A
N
NO T
A
O
R
NO
Y
6/30/24
E
E
R
N
G
NE

ANOSSF EORP
ERED
T
S
G
E
R
STATE

OF C A FORN
A

WILSEY-HAM
NOTE:

THE CONTRACTOR SHALL VERIFY ALL

CONTROLLING FIELD DIMENSIONS BEFORE
ORDERING OR FABRICATING ANY MATERIAL.

ΡΣΘΤΒΣΤΘ≅Κ Χ∆Σ≅ΗΚΡ , ΒΝΜΒΘ∆Σ∆ ΕΚΝΝΧ ς≅ΚΚ Χ∆Σ≅ΗΚΡ Μν− 04 (2015272S-C15) 2015272
Ρ,Β04
CIP 301-657
4/24/2020

AS SHOWN
RLQ
DSR
DBD

14.2 DSR 6/3/22 SHORELINE PATH REINFORCEMENT REVISION
A
SC15

SECTION
3/4" = 1'-0"
FW LOL =
FACE OF Conc WALL
TW
#7 @ 12"
#7 @ 6"
1'-6"
3"
Clr
4"
Clr
#7 @ 12"
#7 @ 12"
#7 TOTAL 4
OG = FG
B
Const JOINT
%%ULAND SIDE%%UBAY SIDE
#6 @ 12"
3" Clr
1'-2"

DESIGN H
BOF
C

LIMITS OF CELLULAR

CONCRETE FILL
VARIES
6"
1'-0"
1'-2"
3" Clr, Typ

CLASS CELLULAR

CONCRETE FILL

FOOTING TOE
BOK
#6 TOTAL 4
#5 @ 6"

CONCRETE SLAB,
SEE
SHEET PILE.

SEE NOTE 8
BW
4"
Clr
4"
Clr
6" Min, 1'-6" Max
1 SC18

CONTROL LINE
SEE NOTE 11
1 SC15
6" Min CLASS 2

AGGREGATE BASE

PERMEABLE

MATERIAL WRAPPED
6"
Min

IN FILTER FABRIC
%%UFLOOD WALL No. 27
PLAN
3/8" = 1'-0"
FW LOL

CONTROL LINE

SHEET PILE WALL,

EDGE OF FOOTING BELOW
SEE NOTE 8

BEGIN WALL END WALL
FOOTING TOEFW27

CONCRETE

PAVEMENT

PAVEMENT JOINT AT

BEGINNING WALL,
%%129" EXPANSION

JOINT FILLER
A
SC15
A
SB06

SHEET PILE WALL,
SEE NOTE 8
FW LOL

TABLE OF DIMENSIONS AND DATA
B
3'-7"
C
2'-2"
FW
27 Max DESIGN H
BOF Elev (ft)

9.00 4'-6"
ALLOWABLE Min
NOTES:

1. Structural typical section is shown viewed along FW LOL looking up station.

9. For sheet pile wall details, see "STRUCTURAL DETAILS-SHEET PILE8.

DETAILS" sheets.

Refer to "TCX" sheets for civil typical cross sections11. including paving and subgrade, soil reinforcement, and
trail grading details.

12. Wall expansion joints must be placed at 96'-0" maximum, see .2.

Wall score joints must be placed at 24'-0" maximum, see .3.

All bar reinforcing steel must be epoxy coated.5.

Provide step in flood wall footing as required, see .6. 4 SC17
Refer to "SPG" sheets for flood wall layout, configuration, top of wall elevations, finish grade elevations at control Class 2 aggregate base may be installed between pavement7. and cellular concrete fill as required.

10. Refer to "FW" sheets for top of wall elevations and existing grade elevations FW LOL.

See "Civil Plans" for Right-of-Way, utility, drainage, roadway, and layout information not noted.
lines and grading.
1 SC172
SC17
Transverse pavement score joints are to be installed at4. 12'-0" Max on center and extend full width of slab, UON. See for sidewalk score details.
4 SA02
1 SC15
DETAIL
3/4" = 1'-0"

SHEET PILE WALL
SEE "CIVIL PLANS"
#4 @ 12
6%%129"
2%%129"
Clr

SCORE JOINT,
SEE NOTE 4

CONCRETE

FLOOD WALL
%%129" EXPANSION

JOINT FILLER
3"
Clr
#4 @ 12"
6" Min CLASS 2

AGGREGATE BASE
%%129" PREMOLDED

EXPANSION JOINT
FILLER
3" Clr

14.2 ACCESSIBILITY MODIFICATIONS [REISSUED]
07/14/2022
DSR
14 14
596
15 15
2+002+00
℄
TI 3
℄
S1
10 1

T R A I L
46+00
47+00
46+00
47+00

T R A I L
R

E C Y C L E
6'-0"
20'-0"
11'-9" 20'-0" 21'-0"
20'-4"
15'-6"
4'-0"
CLR. TO EDGE OFCONCRETE PAD
2'-0"2'-0"
℄ ℄
℄
℄
℄
℄ ℄ ℄
℄
℄℄
℄
TI 3
9'-3"
2'-0"
℄℄ ℄
S1
℄
2'-0"
5 1
4'-0"
CLR. TO EDGE OFCONCRETE PAD ℄
5'-6"
7 AIR KIT 2
15 57+0057+00
0+00
0+70
R

E C Y C L E
℄
℄
7'-8"
℄
16'-4"
℄ ℄

T R A I L
EQ. EQ.
1'-6"
S1
6 53'-9"
1570+00
71+00
8+00
70+00
71+00
1+00
1+30
0+00
0+41
℄
15'-0"
1'-6"TYP.
℄
R

E C Y C L E
15'-0"
2'-0"
℄
4'-0"CLR.
67'-0"
2'-0"
4'-0"
3'-0"
℄
℄

T R A I L
℄
℄
℄
S1
6 T R A I L

L A G O O N O U T F A L L
15 10
63+0063+00
0+00
R

E C Y C L E
1'-6"
℄

T R A I L
EQ.

EQ.
℄
S1
6 S3
2 0+00
20+00
0+00
0+46
0+00R

E C Y C L E

1'-6"
℄
℄

T R A I L
EQ. EQ.

S1
6 71'-0"
86+00
0+00
22+87 -0+00
86+00

EAST THIRD AVENUE

T R A I L
℄
TI 3
EQ.EQ.
℄
0'-9"
EQ.EQ.
1 ℄
94+00
8+00
94+00
0+00
0+00
0+00
0'-6"
R

E C Y C L E
10'-0" 10'-0"
℄ ℄
2'-6"
℄
℄
℄

T R A I L
℄
℄
TI 3
2'-0"
S1
1 6
37+00
0+00
37+00

T R A I L
6'-0" CLR. TO EDGEOF CONCRETE PAD
℄
6'-0" CLR. TO EDGEOF CONCRETE PAD
℄
6'-0"
25'-4"
R

E C Y C L E

℄
4'-0"
℄
S1
5 ℄
1'-0"
2'-0"
(E) Edge of Trail
'6*+4&#8'07'
'6*+4&#8'07'
15 64+00 0+00
1+00
64+00
'6*+4&#8'07'
'6*+4&#8'07'
4'-9"
℄
℄
TI 3
1'-9"
℄
℄
1 T R A I L
10 1+00
1+50
0+00
S1
4 5'-6"
E. T H I R D A V E.
95+0095+00
1+45
1+30
S1
4 T R A I L
7'-0"
℄℄
1'-6"
11 ℄
4'-0"
1'-6"
℄
5'-1"
MIN.

PSPPSPPSP
EQ.

TYP.

EQ.

TYP.
℄
℄

EXISTING PARKING LOT
12 TYP. (6)

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

EDSCAP RCA
1 1" = 10'-0"
Site Furnishings @ STA 37+00
5%#.'8'4+(+%#6+10

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

EDSCAP RCA
L-3.03
xx
2 1" = 10'-0"
Site Furnishings @ STA 46+00
3 1" = 10'-0"
Site Furnishings @ STA 57+00
4 1" = 10'-0"
Site Furnishings @ STA 63+00
6 1" = 10'-0"
Site Furnishings @ STA 70+00
7 1" = 10'-0"
Site Furnishings @ STA 83+00
8 1" = 10'-0"
Site Furnishings @ STA 86+00
9 1" = 10'-0"
Site Furnishings @ STA 94+00
0 1" = 10'-0"
Site Furnishings @ STA 2+00
5 1" = 10'-0"
Site Furnishings @ STA 64+00

SITE FURNISHINGS - LAYOUT PLANS
1 7
Accessibility Modifications
14 14
14 RFI 259
ACCESSIBILITY MODIFICATIONS [REISSUED]
07/14/2022
BFS
14 597
15 WERDER PIER
10 10
11 12
13 14
10 103+00
104+00
2+00
2+280+00
1+000+94
3+00
4+00
4+03
103+00
104+00
0+000+15

T R A I L
℄
℄ ℄
℄
℄
℄ ℄
℄
1'-0"
12'-6"
3'-0"
4'-0"℄
℄
8'-0"22'-4"
5'-0"CLR.
18'-0"
℄ ℄
3'-6"
R

E C Y C L E
1'-6"℄
1'-6"
℄
℄
2'-3"
3'-9"
T R A I L18'-0"

WERDER PIER

BRIDGE VIEW PARK
TI 3
℄
℄
S1
S1
5'-0"
℄
℄
6 1
4 (E) WALKWAY FROM

BRIDGEVIEW PARK
℄
℄

T R A I L
8'-4"

EXISTINGWALKWAY TO PIER

PARKRESTROOM
1'-0"
0'-8"
℄
℄
℄
AIR KIT 2
6'-6"
1'-0"
℄
7 1'-0"
10 11
10 103+00103+00

T R A I L
℄ ℄
℄
1'-0"
2'-3"
3'-9"
S1
5'-0"
℄
℄4
(E) WALKWAY FROM

BRIDGEVIEW PARK

PARKRESTROOM
1'-0"
0'-8"
℄
℄
℄
AIR KIT 2
6'-6"
1'-0"
℄
7 1'-0"
111+00111+00
0+000+57
-0+00
0+76

T R A I L
S1
6 7
1'-0"
10 112+00 113+00
0+44
0+00
0+00
0+75
0+64
0+00
0+00
0+61
0+00
1+00
1+63
112+00 113+00

T R A I L
℄
℄
℄
℄
2'-6" ℄
2'-6" 6'-0"
R E C
Y
C
L E
2'-6"
2'-0"
0'-6"
℄
℄
℄ TI 3
S1
6" ℄℄
1 4

SIDEWALK

S I D E W A L K
B E A C H P A R K B L V D.
118+00118+00

BEACH PARK BOULEVARD
1'-6"℄
5'-0"
℄

T R A I L
')4'6564''6
')4'6564''6
123+00
0+00
0+47
0+26
0+47
0+00
1+00
123+00
0+00
0+11
')4'6564''6
')4'6564''6

T R A I L
℄
℄
2'-0"6'-0"
2'-0"
℄
℄
0'-6"
℄
R

E C Y C L E
2'-0"1'-6"
℄
℄
℄
TI 3
0'-6"
S1SIDEWALK 8
1 128+00128+00
1'-6"
℄
5'-0"
℄
DONOR

T R A I L
5#0&'4.+0)564''6
5#0&'4.+0)564''6
10 10
131+00
0+00
0+77
0+00 0+33
0+79
0+00
131+00
0+00 0+84
0+13
0+00
0+81
0+00
5#0&'4.+0)564''6
5#0&'4.+0)564''6

T R A I L
1'-6"EQ. EQ.
℄
0'-6"
℄
R

E C Y C L E
2'-4"℄
℄
℄
TI 3
℄
0'-6"
1'-6"
S1S1
7 1
℄
1'-0"
4 SIGN REFERENCE NOTES
Trail Identity Sign
Trail Use/ Speed/ Mile Marker Signs
Fire Access Sign
MC/MV Prohibition Sign
Alcohol Prohibition Sign - Pole Mounted
Acohol Prohibition Sign - Wall Mounted
Crosswalk Warning Sign - Left Arrow
Crosswalk Warning Sign - Right Arrow
Bird Feeding Sign
City Limit Sign
Public Shore Access Sign
Public Shore Parking Sign
See Proposed Signage Plan & Schedule for Location
See Construction Details for Sign mounting and
Graphics
1 2
3 4
5 6
7 8
9 10
11 12
5%#.'8'4+(+%#6+10

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

EDSCAP RCA
5%#.'8'4+(+%#6+10

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

EDSCAP RCA
L-3.04
xx
10 1" = 10'-0"
Site Furnishings @ STA 103+00
11 1" = 10'-0"
Site Furnishings @ STA 111+00
12 1" = 10'-0"
Site Furnishings @ STA 112+25
13 1" = 10'-0"
Site Furnishings @ STA 118+25 14 1" = 10'-0"
Site Furnishings @ STA 122+75 (Egret Street) 15 1" = 10'-0" Site Furnishings @ STA 128+00
16 1" = 10'-0"
Site Furnishings @ STA 131+00 (Sanderling Street)

SITE FURNISHINGS - LAYOUT PLANS
1 2
7 Accessibility Modifications
14 14
14 RFI 270
RFI 270
RFI 270
ACCESSIBILITY MODIFICATIONS [REISSUED]
07/14/2022
BFS
14 598
EQ. EQ.
℄
1'-6"
℄
6'-0" 18'-0"
14'-0"
10'-0"

T R A I L
℄ ℄
℄
18'-3"
℄
℄
18'-0"
℄
℄
S1
6 S3
2 ℄
0'-6"
℄
℄
1'-6"
2'-4"
℄
℄
℄

T R A I L
0'-6"
℄
2'-6"
4'-2"
℄
2'-0"
TI 3
1 5'-11"

S W O R D F I S H STREET

T R A I L
℄
℄
TI 3
0'-6"
0'-6"
℄
S1
℄
1 4
11'-9"
℄
2'-0"
0'-9"

T R A I L
℄
℄
1'-6"
℄
℄
1'-6"
℄
0'-6" ℄
℄
℄
0'-6"
℄
9'-6"5'-6"
20'-7"
TI 3
S1 S1
1 0'-6"
7 4
5'-0"

F O S T E R C I T Y BLVD

T R A I L
℄
0'-6"
℄
2'-6"
℄
℄
DONOR
℄℄
4'-0" 6'-0"
℄
2'-0"
TI 3
0'-6"
1 0'-6"
B E A C H P A R K BLVD.

B E A C H P A R K BLVD.
6'-0"
℄

PARKRESTROOM
℄
℄
1'-0"
3'-0"
℄
AIR KIT 2
5'-0"
2'-0"
℄
℄1'-0"
7 PARK

RESTROOM

T R A I L
1'-6"
℄
DONOR
℄
℄
℄
℄
TI 3
0'-8"
CANAL
GATE
EQ.
3'-0"

T R A I L
S1
S1
10'-0"
℄
1 4
5 9
0'-6"
EQ.
16'-9"
DONOR
℄
2'-0"
10'-0"
15'-0" ℄
℄
9 X

X X X X X X X X X X X X
DONOR
13'-8"
℄
2'-0"
℄
15 TI 3
S1
1 T R A I L
10'-0"
℄
4 7
TI 3
℄
℄
0'-6"℄
1 0'-6"

T R A I L
1'-0"
0'-9"

X X X X X X

SCALE VERIFICATION

FOSTER CITY LEVEE IMPROVEMENTS
CIP 301-657
BFS Landscape Architects

LANDSCAPE ARCHITECT
1580 W El Camino Real / 12
Mountain View, CA, 94040
650.326.6622
AN
FO
E
STAT
NS
ECIL
RR
LA
YM.

DE
L
A
F L
Date
O CA
5-31-2021
Renewal Date
RNI
OIF
TECT
HI
STER
Signature
2683
NO.

INTERNAL DOCUMENT

MEMORANDUM
TO: Stefan Chatwin, City Manager
VIA: Louis Sun, Public Works Director
Paul Nagengast, Levee Project Manager
FROM: Jonathan Tristao, Construction Manager
DATE: August 4, 2022
SUBJECT: CONTRACT CHANGE ORDER NO. TWENTY SIX WITH SHIMMICK CONSTRUCTION COMPANY, INC. FOR LEVEE IMPROVEMENTS
PROJECT (CIP 301-657)
This memorandum serves as a request for your approval to execute Contract Change Order No. 26 (CCO No. 26) to the contract with Shimmick Construction Company, Inc. (Shimmick) for modifications to the contract documents not included in the original construction agreement executed on July 20, 2020. There is a $2,809,766.91 dollar cost to the Project and there are no time impacts associated with CCO No. 26.

CCO No. 26 is being provided to provide direction to Shimmick to proceed with the following items:

1. Change in backfill limits and material to facilitate the use of originally specified Lightweight Cellular Concrete (LCC) classes: LCC classes are determined by the weight of material in pounds per cubic foot (PCF). To increase weight of LCC more cement is added to the mixture, resulting in higher material costs. During the review of the submittals for LCC, it was determined that the cast density information provided by the vendor for use in design did not account for the drop in weight of LCC after curing is complete. The term cast density was used to describe the weight of the LCC material at the point of placement but, during design, the vendor did not relay that the term cast density was not the in place, final, dry density. The weight of the LCC is relevant to ensure the structural integrity of the block retaining walls and the sheet pile floodwalls. The alternative to changing the backfill detail would be to increase the weight of the LCC, resulting in increased material costs. Instituted in the Revision 4 drawing package was an alternative backfill detail to allow for the original material classes to be utilized during construction. This backfill detail required heavier material be placed within 8 feet of the sheet pile wall. The solution implemented was to use a flowable and pumpable Controlled Density Fill (CDF) to ensure there was adequate weight behind the sheet pile wall section, while not placing undue lateral pressure on the block retaining walls. The CDF was selected to avoid high costs due to manual efforts for other fill options and avoid a potential project time extension. Change order Request (COR) No. 59 is submitted by SCCI to capture the costs associated with these drawing revisions.

2. Americans with Disabilities Act (ADA) Revisions & Home Owners’ Association (HOA) Conform Changes: In October of 2020 during meeting with HOA Attachment 3
600

INTERNAL DOCUMENT
representatives regarding the interfaces with the Project Work, various requests for design revisions were made by the HOA representatives. City staff noted to the HOA representatives they would take these requests under advisement.

Correspondence and negotiations continued between the HOAs and City during the negotiation of the Right Of Entry (ROE) Agreement process. In late summer of 2021, City staff provided comments internally regarding the accessibility aspects of the Project as a whole. In September of 2021, Shimmick submitted Request For Information (RFI) No. 165 raising concerns about the clear width of some of the concrete paths on the Bay side of the floodwalls. The City and it’s design team underwent an evaluation of the accessibility of the various project access points.

Ultimately, it was decided to produce the Revision 7 and Revision 14 drawing packages to address these City comments regarding accessibility project wide and to incorporate the changes requested by the HOAs during the ROE Agreement negotiations. These drawing revisions incorporated revised stairways, ramps, paths, and associated features to provide more ADA accessible access points throughout the Project. COR No. 75 and COR No. 82 is submitted by Shimmick to capture the costs associated with these drawing revisions.

With the execution of CCO No. 26, the contract amount is updated to reflect the additional cost of $2,809,766.91 and contract calendar days remain unchanged at this time.

Shimmick has submitted a Notice of Delay and accompanying Time Impact Analysis (TIA) which initially showed a project delay of approximately 190 days. City staff has elected to allow Shimmick to reserve their rights to assess time impacts in CCO No. 26, which will allow any potential time impact to be actualized and accurately documented rather than theoretically forecasted.

Original Construction Contract Amount $ 60,218,000.00 Previously Authorized Change Order Totals $ 5,305,928.56 Contract Amount Prior to CCO No. 26 $ 65,523,928.56
CCO No. 26 $ 2,809,766.91
Revised Construction Contract Amount $ 68,333,695.47

A draft copy of CCO No. 26 is attached for your review. With your approval, CCO No. 26 will be routed for signature using DocuSign.

Attachments: CCO No. 26
SCCI COR Nos. 059 – 0595
SCCI Letter Nos. 097, 102, 105, 112, 117, 129
RFI No. 213
RFQ 015 TIA Submittal
TPI Letter Nos. 114, 116
SCCI COR Nos. 075, 075R1, 082, 082R1
SCCI Letter Nos. 141, 142, 122, 124, 128, 111, 113, 127, 135, 134, 136, 131, 139, 140
TPI Letter Nos. 118, 127, 128, 129, 132, 134,
RFQ 037 & 038 TIA Submittal
RFI No. 272
GBI Notice of Delay
601

INTERNAL DOCUMENT

Cc: Subject
Chron
Submitted, Construction Manager:

Jonathan Tristao ________

Via, Project Manager:

Paul Nagengast________

Reviewed, Senior Engineer:

Francine Magno________

Approved, Public Works Director:

Louis Sun________
602
Prepared Date 7/28/2022 City of Foster City, CA
Accounts Payable Check Register

Page 1 ends

Foster City City CouncilAugust 15, 2022

Foster City City Council
August 15, 2022