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Home My WebLink About02-28-2023 ATC Agenda PacketCity of San Luis Obispo, Agenda, Planning Commission Agenda ACTIVE TRANSPORTATION COMMITTEE February 28, 2023 6:00 p.m. SPECIAL MEETING Council Chambers City Hall 990 Palm Street San Luis Obispo CA Note: Due to renovation work in the Council Hearing Room, this meeting will be held in the Council Chambers. The City has returned to in-person meetings. Virtual participation will not be supported. For those in attendance, masks are strongly recommended. PUBLIC COMMENT: Public Comment during the meeting: If you would like to provide public comment during the meeting, you must attend in person. Public Comment prior to the meeting can be submitted in the following ways: • Mail or Email Public Comment ➢ Received by 3pm on the day of meeting - Can be submitted via email to advisorybodies@slocity.org or U.S. Mail to City Clerk at: 990 Palm St., San Luis Obispo, CA 93401. ➢ Emails sent after 3pm on the day of meeting – Can be submitted via email to advisorybodies@slocity.org and will be archived/distributed to members of the committee the day after the meeting. Emails will not be read aloud at the meeting. • Verbal Public Comment ➢ Received by 3pm on the day of the meeting - Call (805) 781-7164; state and spell your name, the agenda item number you are calling about and leave your comment. The verbal comments must be limited to 3 minutes. All voicemails will be forwarded to committee members and saved as Agenda Correspondence. Voicemails will not be played during the meeting. ➢ During the meeting – You must attend the meeting in person All comments submitted will be placed into the administrative record of the meeting. If you have questions, contact the office of the City Clerk at cityclerk@slocity.org or (805) 781- 7100. Active Transportation Committee Agenda February 28, 2023 Page 2 MISSION: The purpose of the Active Transportation Committee (ATC) is to provide oversight and policy direction on matters related to bicycle and pedestrian transportation in San Luis Obispo and its relationship to bicycling and walking outside the City. CALL TO ORDER: Chair Russell Mills ROLL CALL : Committee Members Lea Brooks (vice chair), Jill Caggiano, Francine Levin, Russell Mills (chair), Kimmie Nguyen, and Jonathan Roberts PUBLIC COMMENT: At this time, people may address the Committee about items not on the agenda. Persons wishing to speak should come forward and state their name and address. Comments are limited to three minutes per person. Items raised at this time are generally referred to staff and, if action by the Committee is necessary, may be scheduled for a future meeting. ACTION ITEMS 1. BICYCLE RIDING ON SIDEWALKS (MILLS – 45 MINUTES) Recommendation: Consider whether the Committee should investigate possible changes to the prohibition on bicycle riding on sidewalks (Municipal Code Ordinance 10.72.100) 2. 2023 ARTERIAL STREETS PAVING PLAN (RICE / CALDERA / RAMOS – 60 MINUTES) Recommendation: Review the 90% draft plans for the 2023 Arterial Streets Paving Plan and provide input to staff, with particular focus on the active transportation elements. PROJECT UPDATE 3. North Chorro Neighborhood Greenway (5 minutes) ADJOURNMENT The next Regular Meeting of the Active Transportation Commi ttee is scheduled for Thursday , March 16, 202 3, at 6:00 p.m. The City of San Luis Obispo wishes to make all of its public meetings accessible to the public. Upon request, this agenda will be made available in appropriate alternative formats to persons with disabilities. Any person with a disability who requires a modification or Active Transportation Committee Agenda February 28, 2023 Page 3 accommodation in order to participate in a meeting should direct such request to the City Clerk’s Office at (805) 781-7100 at least 48 hours before the meeting, if possible. Telecommunications Device for the Deaf (805) 781-7107. Agenda related writings and documents are available online or for public inspection at the Public Works Department, 919 Palm Street, SLO. Meeting audio recordings can be found at the following web address: https://opengov.slocity.org/WebLink/Browse.aspx?id=60965&dbid=0&repo=CityClerk City of San Luis Obispo, Agenda, Planning Commission Active Transportation Committee AGENDA REPORT ITEM 1 DATE: February 28, 2023 FROM: Adam Fukushima, Active Transportation Manager SUBJECT: BICYCLE RIDING ON SIDEWALKS Recommendation Consider whether the Committee should investigate possible changes to the prohibition on bicycle riding on sidewalks (Municipal Code Ordinance 10.72.100) Background San Luis Obispo Municipal Code Section 10.72.100 states: “No person shall ride a bicycle upon any sidewalk.” While the Police Department uses discretion when enforcing the ordinance especially in regards to children, Committee Chair Mills has expressed concerns about the potential impacts of the ordinance on bicycle safety and more vulnerable bicycle riders who may not feel comfortable riding in the roadway. At the meeting on January 19, 2023, the ATC considered this item and recommended tabling it pending more information and invited a police officer to come to the committee for more discussion. Discussion At this meeting, a police officer is expected to provide input on how the ordinance is enforced and will be available for questions from the committee members. Following input from the Police Department, this item will continue discussion on whether the Committee should investigate possible changes to the ordinance. For reference, the staff report from the January 19th meeting is included as Attachment 1 as well as a list of citations from 2013- 2022 in Attachment 2. As Committee Chair Mills has introduced this item, he has provided some further thoughts for committee consideration in Attachment 3. Staff has not provided any review of this document but is available for feedback at the meeting. Also, just a reminder from the last meeting, as the Committee considers this issue it should keep in mind that the purview of the ATC includes the possible impact any ordinance changes may have on the safety and convenience of both bicycling and walking. Next Steps If the committee recommends an investigation of possible ordinance changes, staff will return at a later date with an analysis of the current ordinance including a scan of similar ordinances in other Active Transportation Committee Agenda Item 1, February 28, 2023 Page 2 cities, gather input from the Police Department and provide a staff recommendation on possible next steps. If the committee decides at that time to recommend changes to the ordinance, it would be brought before the City Council at a later date for consideration. If there is not a majority of committee members who wish to investigate possible changes to the ordinance, then no subsequent action will be needed by the committee. Recommendation Consider whether the Committee should investigate possible changes to the prohibition on bicycle riding on sidewalks (Municipal Code Ordinance 10.72.100) Attachments 1—Staff Report from the January 19, 2023 ATC Meeting 2—List of Citywide Citations for Violation of Code SLMC 10.72.100 from 2013‐2022 3—Considerations for Committee Discussion by Russell Mills City of San Luis Obispo, Agenda, Planning Commission City ooofff San Luis ObispSan Luis Obispo, n Luis Obispo,Luis ObLuuuiLuisOOObibi posOObibisObispsObObin s O AAAggendddaa,PPPll nning Commising ComCning CommiissiidaPllannning CommingComComCommmmmiisissia,Pllanninngg CCCoCommmmmdaa,, PPPllannninngg CoCoommmmmmmmissiononnonn Active Transportation Committee AGENDA REPORT ITEM 2 DATE:January 19, 2023 FROM: Adam Fukushima, Active Transportation Manager SUBJECT: BICYCLE RIDING ON SIDEWALKS Recommendation Consider whether the Committee should investigate possible changes to the prohibition on bicycle riding on sidewalks (Municipal Code Ordinance 10.72.100) Background San Luis Obispo Municipal Code Section 10.72.100 states: “No person shall ride a bicycle upon any sidewalk.” While the Police Department uses discretion when enforcing the ordinance especially in regards to children, Committee Chair Mills has expressed concerns about the potential impacts of the ordinance on bicycle safety and more vulnerable bicycle riders who may not feel comfortable riding in the roadway. Discussion This item will discuss whether the Committee should investigate possible changes to the ordinance. Committee Chair Mills has expressed that several California municipalities have less restrictive ordinances on bicycle riding depending on age and location (namely downtowns). He provides his own research on this issue (Attachment 1) as well as an article from Planetizen (Attachment 2). As the Committee considers this issue it should keep in mind that the purview of the ATC includes the possible impact any ordinance changes may have on the safety and convenience of both bicycling and walking. Next Steps If the committee recommends an investigation, staff will return at a later date with an analysis of the current ordinance including a scan of similar ordinances in other cities, gather input from the Police Department and provide a staff recommendation on possible next steps. If the committee decides at that time to recommend changes to the ordinance, it would be brought before the City Council at a later date for consideration. If there is not a majority of committee members who wish to investigate possible changes to the ordinance, then no subsequent action will be needed by the committee. 2/28/23 Item 1, Attachment 1 Active Transportation Committee Agenda Item 2, January 19, 2022 Page 2 Recommendation Consider whether the Committee should investigate possible changes to the prohibition on bicycle riding on sidewalks (Municipal Code Ordinance 10.72.100) Attachments 1—Bicycle Riding on Sidewalks by Russell Mills 2—Planetizen Article “Bicyclists on Sidewalks: Why They’re Not Going Away, and What We Can Do About It” 2/28/23 Item 1, Attachment 1 Bicycle Riding on Sidewalks By Russell Mills Researched 8/01/2021 Summary: There is no universal theme regarding bicycle riding on sidewalks. However, there are three common approaches: it is not allowed; it is allowed only for children (age restriction varies); it is allowed outside certain business districts. In the City of San Luis Obispo, bicycle riding on sidewalks is not allowed anywhere by anyone. State of California – not addressed There is no state-wide law restricting or allowing bicycle riding on sidewalks. According to California Vehicle Code (CVC) §21206, city and county governments are responsible for drawing up and enforcing laws of bicycles in pedestrian areas. Selected municipalities, listed alphabetically. All are municipalities that are recognized as supporting cycling. Chico - allowed outside the downtown area No person shall ride a bicycle upon any sidewalk in that portion of the central business district of the city bounded and described as follows: the area bounded on the north by the northerly property line of First Street; on the south by the southerly property line of Fifth Street; on the east by the center line of Wall Street and on the west by the center line of Salem Street; except that this restriction shall not be deemed to apply to a three-wheel or tricycle-type of bicycle being operated by a physically disabled person nor to any person operating a bicycle and desiring to access the Children’s Playground bicycle path located at West First and Broadway Streets. For the purpose of this exception, “disabled person” shall mean a person disabled by a physical disability or age. A person may ride a bicycle on a sidewalk outside of the area described in subsection A, above, provided the person yields the right-of-way to and gives an audible signal before overtaking any person standing, walking, in a wheelchair, or on a tricycle or similar three- wheeled vehicle on the sidewalk. Municipal Code 10.40.090 Davis – allowed outside the downtown area No person shall ride or propel a bicycle or skateboard upon a sidewalk or any improvements constructed or placed on a sidewalk within the central traffic district as defined in Section 16-1 of this Code, except a person may ride a bicycle or skateboard across a sidewalk only as may be necessary to enter or leave property adjacent to that sidewalk. Whenever any person is riding a bicycle upon a sidewalk, such person shall yield the right-of-way to any pedestrian and shall give audible signal before overtaking and passing such pedestrian. Municipal Code 6.02.060 Palo Alto – allowed outside a business district No person shall ride or operate a bicycle upon any sidewalk in a business district. No person shall ride or operate a bicycle upon any sidewalk in the University Avenue undercrossing below Alma Street and the Palo Alto train station or in the California Avenue undercrossing below Alma Street and the California Avenue train station when others are present. Any person riding Item 2, Attachment 1, Page 1 of 22/28/23 Item 1, Attachment 1 or operating a bicycle upon any sidewalk shall exercise due care and shall yield the right-of-way to all pedestrians. No person riding or operating a bicycle upon any sidewalk where a bicycle lane or path has been established shall travel in a direction other than as posted. Municipal Code 10.64.130 San Francisco – allowed for children only Bicycle riding on any sidewalk is prohibited except that children under the age of 13 may ride a bicycle on any sidewalk except as otherwise posted. Transportation Code Sec. 1007 San Luis Obispo – not allowed No person shall ride a bicycle upon any sidewalk. Municipal Code Chapter 10.72 County of Santa Barbara – allowed for children only No person over the age of fifteen shall ride a bicycle vehicle upon, or along any public sidewalk in the county. Code of Ordinance Sec. 9-2 City of Santa Barbara – not allowed No person shall ride a bicycle on any sidewalk except at a driveway; provided, that a person may ride a bicycle on any area designated by the City Council as a bikeway. Municipal Code 10.52.030 Item 2, Attachment 1, Page 2 of 22/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 1 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it Bicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It Simply banning bikes from riding on sidewalks does more harm than good. A better understanding of why p eople choose to ride bikes on the sidewalk will be necessary to create safer environments for all users. If you have ever ridden a bike, chances are you have ridden it on a sidewalk at some point. If you have ever been a pedestrian in a major city, there's a good chance that you have dodged a sidewalk cyclist. And if you’ve ridden a bike in a street, it’s quite possible that a motorist has told you to ride on the /PUF4PNFPGUIFGJHVSFTSFGFSFODFEJOUIFBSUJDMFXFSFOPUBWBJMBCMFCVUUIFBCTFODFPGUIFN TIPVMEOPUEFUSBDUGSPNUIFJOGPSNBUJPOQSFTFOUFE Item 2, Attachment 2, Page 1 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 2 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it sidewalk. Despite being denounced in many an editorial and aggressively ticketed in many a jurisdiction, sidewalk cyclists are unlikely to become a thing of the past. This article examines the reasons why sidewalk riding persists, despite known safety hazards and regulatory prohibitions. We do not intend to encourage bicycling on sidewalks, which is riskier overall than riding in the street (Aultman-Hall and Adams 1998). However, we also do not advocate for the elimination of sidewalk riding altogether. Our aim is to develop a better understanding of the problem and to recommend actions for local governments that reduce the hazards caused by sidewalk cyclists—but without discouraging bicycling. Above all, jurisdiction-wide prohibitions of sidewalk bicycling are unproductive and should be avoided in favor of regulations specific to certain areas or facilities. 1.Is biking on sidewalks more dangerous, or less Numerous studies (for example, Aultman-Hall and Adams 1998; Wachtel and Lewiston 1994) have shown that crash risk,overall, is higher for bicyclists riding on sidewalks than for bicyclists riding on streets. However, we are not aware of any studies that have examined the risks of sidewalk bicycling on different types of roadways (taking into account variables such as traffic volumes, speeds, curb cut frequency, or pedestrian density). Nor are we aware of any studies that have examined the risks of sidewalk bicycling for different cyclist types (e.g., fast, slow, more or less experienced). These factors are important to consider because on any given ride, a cyclist may ride on several different types of streets (or sidewalks) and because cyclists vary greatly in their speed and behavior. For a slow-moving cyclist, riding on a sidewalk adjacent to a high-speed street may, in some cases, be safer than riding in the street. Item 2, Attachment 2, Page 2 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 3 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it 2.What makes bicyclists ride on sidewalks The following factors have been identified as discouraging on-road cycling and potentially encouraging cyclists to use sidewalks: Safety (real or perceived). Multiple studies (for example, Winters et al. 2012) have found that safety concerns, above all the fear of collision with a motor vehicle, are a major deterrent to bicycling. Despite statistics showing that riding on sidewalks is less safe overall, bicyclists continue to perceive sidewalk riding as safer than street riding in many situations (Winters et al. 2012, Aultman-Hall and Adams 1998). The perception of safety comes primarily from the sidewalk's separation from motorized traffic. In reality, however, many sidewalks (those with frequent curb cuts and intersections) have many potential conflict points. Sidewalks with infrequent curb cuts and long distances between intersections manage to provide a high degree of separation from motor traffic. Regardless of crash risk, some cyclists will always be more comfortable on a sidewalk. Some cyclists behave more like pedestrians than the cars they are expected to co-exist with—riding cautiously down sidewalks and stopping to push their bikes through crosswalks. Bicycle speed. Closely related issues include the quality of the bicycle, the physical fitness of the rider, terrain, and the difference in speed between cyclists and motorists. Although stereotypes sometimes depict cyclists as affluent, spandex-clad racers, the bulk of those who bike to work are actually in lower income brackets. An estimated 49 percent of workers who commute by bicycle earn less than 25,000 per year (Keatts and Kinder Institute 2015). Cyclists at this income level are less likely to be riding lighter, speedier bicycles. They ride for transportation, not for fitness, and may not have the leg muscle development (or bicycles) necessary to reach and sustain high speeds. Such riders are less able to blend smoothly with motorized traffic, and motorists unable Item 2, Attachment 2, Page 3 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 4 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it to pass immediately must slow down by a correspondingly greater margin. Cyclists of this type are less likely to be comfortable riding in shared traffic than faster cyclists who have the leisure time to improve their fitness and the money to purchase bicycles conducive to higher speeds. Convenience. Sidewalks may be used as a shortcut. For example, a cyclist may ride on a sidewalk to gain direct access to a building or other destination. In some locations—for example, on many university campuses—these practices are encouraged (intentionally or unintentionally) by the placement of bicycle racks directly outside buildings. Another way in which sidewalks are used as a shortcut is for travel on a one-way street in the opposite direction from that of traffic. Ignorance. In some locations, regardless of other factors, some cyclists would be comfortable riding in streets but use sidewalks because they are unaware of crash risks and/or regulations prohibiting sidewalk riding. Informal sampling of college students at a small university in Georgia (discussed in more detail later) found that at least 50 percent of students are unaware that it is illegal to bicycle on sidewalks. Some cyclists are even under the impression that they are required to ride on sidewalks. Motorists tell them to use sidewalks. As Whet Moser (2014) put it in a recent Chicago Magazine article, sidewalk cyclists are "just doing what they’ve always been told to do." 3.Where are sidewalk bicyclists problematic—and where are they not As Moser (2014) writes, in locations with low pedestrian traffic and no bike infrastructure, "permitting cyclists to use the sidewalk is a cost-free way of preventing citizens from getting maimed." Despite the overall higher crash Item 2, Attachment 2, Page 4 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 5 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it risk associated with sidewalk cycling, there are still many locations where riding on a sidewalk is likely to be less risky than riding in the adjacent street. The following variables contribute to the safety of all users when bicyclists travel on sidewalks: Cyclist behavior. Some cyclists ride at high speed, are less cautious, and may weave quickly among pedestrians to reach their destination more quickly. Other cyclists ride slowly and cautiously, yielding to all other users. Such behavior types could be viewed as occurring along a spectrum. To our knowledge, no studies of this spectrum of cyclist behavior have been conducted. Density of other sidewalk users. A cyclist on a sidewalk crowded with pedestrians will create a greater hazard than a cyclist on a sidewalk devoid of pedestrians. In some areas, data regarding pedestrian traffic are collected at selected locations, so there are opportunities for further research on this factor. Types of other sidewalk users. A cyclist sharing a facility with typical pedestrians may create less of a hazard than a cyclist sharing a facility with numerous small children, wheelchair users, dog walkers, visually impaired individuals, and senior citizens. As above, data regarding these different user types are collected in some areas. Sidewalk "design speed." Although sidewalks are rarely, if ever, designed with any specific travel speed in mind, there are a number of factors, including clear width, curvature, and obstacles, that will influence how quickly a sidewalk user can safely travel. Sidewalks in central business districts and other commercial areas with heavy pedestrian traffic tend to have benches, planters, outdoor restaurant seating, newspaper vending boxes, and the like. Such amenities do not normally create a hazard to pedestrians but do require caution on the part of users moving at higher speeds, such as joggers and sidewalk Item 2, Attachment 2, Page 5 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 6 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it cyclists. By contrast, sidewalks in suburban areas tend to have more clear width and fewer obstacles. The surface quality of the sidewalk is an additional factor affecting the "design speed." Newer sidewalks in suburban areas may be very smooth, while older sidewalks in established neighborhoods may have cracks resulting from tree roots. Frequency of curb cuts and intersections.This has been the most important factor in prior studies that found sidewalk riding to be more hazardous. Curb cuts and intersections are the most common points of conflict between motorists and sidewalk cyclists. The risk may be higher or lower depending on the volume of traffic passing through the curb cuts and intersections. At one end of this spectrum are long, uninterrupted stretches of sidewalk (such as one might see running alongside a large city park or a suburban or exurban road). At the other end are sidewalks on busy commercial roads with two or more curb cuts for each business. 4.Factors that complicate the issue In addition to the factors discussed above, there are some additional factors that complicate the issue of sidewalk cycling even further: High-profile pedestrian deaths. Each year in the United States, a number of pedestrians are struck and killed by cyclists. We are not aware of any national-level data on this type of fatality. However, according to one report, 11 pedestrians were killed by cyclists in New York City between 1995 and 2006 (NYC Dept. of Health et al. 2006: 20). While the tragic nature of these events should not be understated, this fatality type represented only 0.57% of transportation-related pedestrian deaths in New York City during that timeframe. Similarly, in the United Kingdom, 0.38% of pedestrian fatalities from 1998 to 2007 involved a cyclist (UK Parliament 2009). The vast majority of pedestrian Item 2, Attachment 2, Page 6 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 7 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it fatalities result from collisions with motor vehicles. Reckless cyclist behavior is not to be excused; however, the significant media attention paid to such cases (for example, Gellnas 2014) may encourage the perception of sidewalk cycling as a menace even in areas where it is less problematic—for example, in areas with fewer pedestrians and less bike infrastructure than New York City. Cyclists already share space with pedestrians in many places. In the hearts of many cities where sidewalk cyclists are so widely denounced, there are multi-use paths that pedestrians and cyclists use together. In some locations, the point where the multi-use path ends and the sidewalk begins may not be obvious. Some cyclists and pedestrians do not understand the difference between a sidewalk and a multi-use path. In addition, some facilities designated as multi-use paths are, in terms of design, nothing more than wide sidewalks—or even, in some cases, normal-width sidewalks. This means that on certain sidewalk-type facilities, cycling is paradoxically legal even if there is a citywide ban on sidewalk cycling. For a layperson with no technical knowledge of transportation planning, the rules may not be grasped intuitively. Some cyclists aren’t comfortable using some bike facilities. Some places provide bike facilities, but cyclists do not use them, such as the example of a high-speed arterial road with sidewalks and narrow bike lanes directly adjacent to the automobile lanes. Such road designs are common in Florida, among other places (see Figure 1). Figure 1. Arterial road in Florida with bike lane adjacent to high-speed traffic and gutter pan partly occupying bike lane. Some cyclists may perceive the sidewalk as safer. (Photo: Ariel Godwin.) Item 2, Attachment 2, Page 7 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 8 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it 5.Case studies To illustrate the dynamics described above, we present case studies of two cities, Columbus, Ohio and Valdosta, Georgia, chosen as representatives of a typical large city and a typical small city, respectively. Each city is home to a university, which boosts bicycle culture, and each is in a state that is not known for being particularly friendly or unfriendly to bicycling (the League of American Bicyclists ranks Ohio as #16 in bike friendliness among the states, and Georgia as #25). Columbus, Ohio Columbus, Ohio (2014 population: 835,957) is home to a significant bike culture, fueled in part by the presence of the Ohio State University and its 58,000 students. While the proportion of workers who bike to work, per the 2014 American Community Survey—0.8 percent—may sound paltry, some 3,400 commuters rely on bicycles as a daily means of transportation. The Columbus Code of Ordinances prohibits riding a bicycle on any sidewalk citywide (Chapter 2173.10; notably, police officers are exempt). Undoubtedly, there are many locations in the city where sidewalk cyclists would create a safety hazard. However, the citywide prohibition of sidewalk cycling, along with the existence of certain sub-optimal bike facilities, contributes to the following circumstances: Cyclists are prohibited not only from Downtown sidewalks with high pedestrian density, but also from sidewalks alongside high-speed, high- traffic suburban arterials on which riding on the sidewalk may be far safer (even for a very fast-moving cyclist) than riding in the street. The greater Columbus area has a large (322-mile) and growing network of multi-use paths (MORPC 2012). In some places, sidewalk-type facilities are designated as part of the multi-use path system. Most of Item 2, Attachment 2, Page 8 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 9 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it these facilities have sufficient additional width to accommodate mixed pedestrian and bicycle traffic, but some do not (see Figure 2). Figure 2. Five-foot-wide sidewalk designated as section of two-way multi- use path on Souder Ave. bridge (Columbus, OH). (Photo: Ariel Godwin.) Figure 3. Bus/taxi lane on High Street (Downtown Columbus, OH). Photo: Paul Sableman, licensed under CC BY 2.0. High Street, in Downtown Columbus, is a four-lane street that functions as the city’s main thoroughfare. In the Downtown area, the outer lanes of High Street are designated for buses and taxis only during peak commuting hours (see Figure 3). During the restricted hours, some cyclists use the sidewalks (which is illegal, and causes conflicts with pedestrians), others use the restricted lanes (which is also illegal, and causes conflicts with buses and taxis), and still others use the inner lanes of the street (causing conflicts with motorists who perceive these lanes as the "fast lanes"). There is no suitable place for cyclists to ride during peak commuting hours. Better solutions for mixed bus and bike traffic have been developed in other cities. One example is Baltimore, where the Charm City Circulator bus runs on shared bike/bus lanes and prominent signage encourages safe riding and mutual respect (see Figure 4). Figure 4. Shared bus/bike lane (Baltimore, MD). (Photo: Ariel Godwin.) Figure 5. Sign on bus instructing cyclists on use of shared bus/bike lane (Baltimore, MD). (Photo: Ariel Godwin.) Item 2, Attachment 2, Page 9 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 10 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it Awareness of the citywide prohibition of sidewalk riding in Columbus is not widespread, and to our knowledge, no signage in the city indicates that bicycling on sidewalks is prohibited. Given these circumstances, we expect that sidewalk bicycling will persist in Columbus. Further evidence for this prediction is provided by data from the Mid-Ohio Regional Planning Commission, which organizes biannual counts of pedestrians and cyclists. Since 2010, these counts have collected data as to whether cyclists were on streets or on sidewalks (see Figure 6). Over the years, the proportion of cyclists using sidewalks has decreased (from 53 percent in May 2010 to 31 percent in September 2015), but still remains significant. As might be expected, the percentage of cyclists on sidewalks was highest at count locations on high-speed, high-traffic suburban arterials, and lowest in the commercial areas of the central city and on low- speed, low-traffic residential streets. Figure 6. Bicyclists counted on streets and sidewalks in the Columbus metro area, 2010-2015. (Data source: MORPC bicycle and pedestrian counts.) Valdosta, Georgia Valdosta (2014 population: 56,595) is a university town and regional Item 2, Attachment 2, Page 10 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 11 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it economic hub in southern Georgia, 14 miles north of the Florida state line. Although Valdosta lacks significant bike infrastructure as well as any comprehensive bicycle advocacy organization, the city has a significant amount of bicycle traffic, fueled in part by Valdosta State University, with a student body of about 11,000, and by an estimated 10% of households with no available motor vehicle (American Community Survey 2009-2013 estimate). Bicycles on sidewalks are prohibited in Valdosta’s Downtown area (Valdosta Code of Ordinances Sec. 94-43), although no signage exists to inform people of the prohibition. Like many central business districts, this area attracts considerable pedestrian traffic, and sidewalk cycling there would be inadvisable. However, the city’s ordinance is rendered irrelevant by Georgia code (§ 40-6-144), which prohibits bicycles on sidewalks statewide. Thus, cycling on sidewalks is illegal not only in Downtown, but also in the following locations in Valdosta, which we have chosen as illustrative examples: The Hill Avenue overpass (see Figure 7), with a 35-mph speed limit and average daily traffic (ADT) of 15,100 (GDOT 2014): On this overpass, cyclists riding uphill in the roadway are likely to go very slowly due to the steep ascent, and the 12-foot travel lanes are not wide enough to allow a motorists to pass a cyclist safely within the same lane. Due to limited visibility, cyclists riding uphill in the roadway on this overpass risk being struck from behind by motor vehicles. Bemiss Road (see Figure 8), a four-lane arterial that connects Valdosta to Moody Air Force Base, with ADT up to 29,200 (GDOT 2014), a 45- mph speed limit, 11-foot lanes, and a continuous 4-foot sidewalk on each side for approximately 8 miles, with multiple stretches of 1/3 mile or longer uninterrupted by curb cuts: While cyclists can occasionally be observed in the roadway, many are more comfortable on the sidewalk. Item 2, Attachment 2, Page 11 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 12 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it Figure 7. Hill Avenue/US-84 overpass (Valdosta, GA). (Photo: Ariel Godwin.) Figure 8. Bemiss Road (Valdosta, GA). (Photo: Ariel Godwin.) As in many other communities, Valdosta also has some locations where infrastructure resembling a sidewalk is designated as a multi-use path. Although any construction of additional bike-friendly infrastructure should be encouraged, certain types of facilities may confuse drivers, cyclists, and pedestrians. One example is Williams Street (see Figure 9), where a 10-foot- wide multi-use trail was constructed as a spur of the Azalea City Trail system. This facility provides ample protected space for non-motorized users. However, the trail includes frequent curb cuts for residential driveways and no signage designating it as a multi-use path. Consequently, some residents have expressed confusion as to why the sidewalk is so wide. An informal survey of Valdosta State University students, conducted in the fall semester of 2015, found that more than 50 percent of those surveyed were not aware of any regulations in the area prohibiting bicycling on sidewalks. Ignorance about where cyclists are supposed to ride may also extend to the local news media and/or police officers. A Valdosta Daily Times article from January 22, 2015 reported that a cyclist was “issued a citation for bicycling on roadway.” Similar confusion reigns in many places; Valdosta is just one example. Figure 9. 10-foot sidewalk on Williams St. (Valdosta, GA). There is a lack of public awareness that the reason for this facility’s generous width is its status as a multi-use path. (Photo: Ariel Godwin.) 6.Conclusions and recommendations To reduce the number of crashes and citations, and to improve public Item 2, Attachment 2, Page 12 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 13 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it perception of cyclists, local jurisdictions should take a holistic and location- specific approach to sidewalk cycling. This could include some of the following measures: Revised ordinances. Jurisdiction-wide (and statewide) prohibitions of sidewalk bicycling are not effective because some cyclists will continue to violate them and because they discourage bicycling. Prohibitions of sidewalk bicycling could be limited only to certain areas, or to situations where riding on the sidewalk clearly endangers others. Ordinances could require cyclists to dismount when pedestrians are present. In any case, regulations should be appropriate to the transportation infrastructure and the people using it. Improved signage. Indicate clearly, with signs and pavement markings, the areas where cycling on sidewalks is prohibited. This will reduce confusion and alleviate the hazards posed to pedestrians by cyclists in certain areas. Selective enforcement. In places where an unreasonable jurisdiction- wide prohibition of sidewalk cycling continues to exist, law enforcement officers should focus on cyclists who cause the greatest safety hazard. While selective enforcement can be an acceptable tool, improving the laws would be better. Improved bike infrastructure.In many places where sidewalk cyclists are problematic, infrastructure improvements could improve safety and reduce conflict. Some infrastructure solutions are costly—for example, building multi-use paths—while others are relatively inexpensive, such as changing signage or striping bike lanes on existing pavement. Future research could examine the factors discussed in this paper in more depth, preferably using surveys to gather quantitative data. Specific questions to address might include the spectrum of cyclist behavior (fast and reckless to slow and cautious); the reasons why people ride on Item 2, Attachment 2, Page 13 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 14 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it sidewalks; and the crash risks of sidewalk cycling on specific types of roadways and for specific cyclist behavior types. There are types of designated bike infrastructure that some cyclists simply will not use, which means that many people are simply not cyclists. Just as in other areas of transportation planning, a location-specific approach, leading to a context-appropriate outcome, is best for addressing the issue of sidewalk riding, with the goal of creating a safer, more user friendly system for all transportation modes. Author Bios Ariel Godwin, AICP is a Senior Planner at the Southern Georgia Regional Commission. He holds a master's degree in City and Regional Planning from Ohio State University and has previously worked for regional planning organizations in Florida, Massachusetts, and Ohio. Anne M. Price, Ph.D. is an Assistant Professor of Sociology at Valdosta State University. She holds a doctorate in sociology from Ohio State University. Prior to her current position, she taught at the University of South Florida. 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League of American Bicyclists. "Bicycle Friendly America" (database). http://bikeleague.org/bfa (accessed Nov. 6, 2015). Item 2, Attachment 2, Page 15 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 16 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it Mid-Ohio Regional Planning Commission (MORPC). "Bicycle and Pedestrian Count Data 2009-2015" (database). http://morpc.org/transportation/bicycle- pedestrian/counts/index (accessed Oct. 27, 2015). Mid-Ohio Regional Planning Commission (MORPC). "Interactive visualization: Miles of bikeways in central Ohio" (2012). http://www.datasourcecolumbus.org/ (accessed Nov. 4, 2015). Moser, Whet. "Have A Little Sympathy for the Sidewalk Cyclists." Chicago Magazine(July 16, 2014). http://www.chicagomag.com/city-life/July- 2014/Sympathy-for-the-Sidewalk-Cyclists/ (accessed Nov. 12, 2015). National Cooperative Highway Research Program (NCHRP). "Recommended Bicycle Lane Widths for Various Roadway Characteristics." NCHRP Report 766. Washington, DC: Transportation Research Board, 2014. http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_766.pdf (accessed Oct. 27, 2015). New York City Department of Health and Mental Hygiene, et al. "Bicyclist Fatalities and Serious Injuries in New York City 1996-2005" (2006). http://www.nyc.gov/html/dot/downloads/pdf/bicyclefatalities.pdf (accessed Oct. 27, 2015). Gellnas,Nicole."New York’s cycles of death: Our arrogant-biker nightmare." New York PostSept. 22, 2014. http://nypost.com/2014/09/22/new-yorks- cycles-of-death-our-arrogant-biker-nightmare/ (accessed Oct. 27, 2015). Ohio, State of. "Ohio Revised Code." http://codes.ohio.gov/orc/ (accessed Oct. 27, 2015). Ohio State University. "Statistical Summary (Autumn 2014)." https://www.osu.edu/osutoday/stuinfo.php (accessed Oct. 27, 2015). Item 2, Attachment 2, Page 16 of 17 2/28/23 Item 1, Attachment 1 10/10/22, 3:55 PMBicyclists on Sidewalks: Why They're Not Going Away, and What We Can Do About It | Planetizen Features Page 17 of 17https://www.planetizen.com/node/84910/bicyclists-sidewalks-why-theyre-not-going-away-and-what-we-can-do-about-it UK Parliament. Hansard Commons Debate, Column 12W. "Roads: Accidents" (Jan. 26, 2009). http://www.publications.parliament.uk/pa/cm200809/cmhansrd/cm090126/t ext/90126w0003.htm#09012627000041 (accessed Oct. 27, 2015). US Census Bureau. 2009-2013 American Community Survey estimates (accessed Nov. 17, 2015). US Census Bureau. 2014 American Community Survey estimates (accessed Nov. 17, 2015). Valdosta, Georgia, City of. "Code of Ordinances." https://www.municode.com/library/ga/valdosta/codes/code_of_ordinances (accessed Oct. 27, 2015). Valdosta, Georgia, City of. 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Item 2, Attachment 2, Page 17 of 17 2/28/23 Item 1, Attachment 1 Date of Cite Code Address Street Cross Street Birth Date Age ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐‐‐‐‐ 12/4/2022 SLMC10.72.100 LOVR AUTO PARK 10/11/1974 48 11/29/2022 SLMC10.72.100 2333 MEADOW; MEADOW 9/3/1962 60 11/16/2022 SLMC10.72.100 FOOTHILL MUSTANG; 6/27/2002 20 10/31/2022 SLMC10.72.100 FOOTHILL MUSTANG; 4/16/2001 22 10/31/2022 SLMC10.72.100 FOOTHILL CALIFORNI 8/16/2001 21 10/13/2022 SLMC10.72.100 FOOTHILL MUSTANG; 7/1/2000 22 10/6/2022 SLMC10.72.100 FOOTHILL CASA;8/26/2000 22 10/4/2022 SLMC10.72.100 FOOTHILL SANTA 6/15/2001 21 9/22/2022 SLMC10.72.100 FOOTHILL MUSTANG; 2/20/1999 24 9/20/2022 SLMC10.72.100 CASA FOOTHILL;8/1/2002 20 6/2/2022 SLMC10.72.100 1100 FOOTHILL;6/10/2003 19 5/3/2022 SLMC10.72.100 1000 FOOTHILL;1/15/2000 22 5/3/2022 SLMC10.72.100 1000 FOOTHILL;4/4/2000 22 4/20/2022 SLMC10.72.100 1100 FOOTHILL;12/20/2000 21 1/26/2022 SLMC10.72.100 1196 FOOTHILL;MUSTANG 1/15/1999 23 1/13/2022 SLMC10.72.100 LOVR 10/3/1984 37 12/2/2021 SLMC10.72.100 GRAND SLACK;12/26/2002 19 10/11/2021 SLMC10.72.100 1012 PACIFIC; FUGRO 1/19/1993 29 10/7/2021 SLMC10.72.100 1000 BLK SANTA ROSA 8/10/2001 20 7/9/2021 SLMC10.72.100 100 MADONNA; MADONNA 1/7/1961 61 7/5/2021 SLMC10.72.100 LOVR AUTO PARK 9/25/1962 59 6/29/2021 SLMC10.72.100 HIGUERA HIGH;12/6/1943 78 6/17/2021 SLMC10.72.100 NIPOMO MONTEREY; 6/9/1987 34 6/3/2021 SLMC10.72.100 1000 FOOTHILL 10/24/2001 20 6/3/2021 SLMC10.72.100 CHORRO LINCOLN; 12/14/1998 22 6/3/2021 SLMC10.72.100 1050 FOOTHILL;12/28/1982 38 12/2/2020 SLMC10.72.100 3071 HIGUERA SOHO 6/8/1970 50 7/14/2020 SLMC10.72.100 HIGUERA NIPOMO; 9/15/1995 25 3/5/2020 SLMC10.72.100 SANTA ROSA MURRAY; 11/15/1967 52 2/29/2020 SLMC10.72.100 460 MARSH; GRID 10/7/1962 57 2/28/2020 SLMC10.72.100 1196 FOOTHILL; MUSTA 9/28/2000 19 2/18/2020 SLMC10.72.100 1196 FOOTHILL; MUSTA 5/2/1990 30 2/18/2020 SLMC10.72.100 CASA FOOTHILL; 11/10/1998 21 2/18/2020 SLMC10.72.100 1196 FOOTHILL;MUSTANG 10/1/1999 20 2/18/2020 SLMC10.72.100 FOOTHILL MUSTANG; 1/20/1998 22 2/14/2020 SLMC10.72.100 FOOTHILL CASA;6/22/1982 38 2/14/2020 SLMC10.72.100 FOOTHILL MUSTANG; 4/16/2000 20 2/14/2020 SLMC10.72.100 919 PALM;PARKING 6/13/1985 35 2/14/2020 SLMC10.72.100 OSOS MARSH;9/30/1990 29 2/14/2020 SLMC10.72.100 CASA FOOTHILL;4/7/2000 20 2/14/2020 SLMC10.72.100 CASA FOOTHILL; 5/11/1998 22 2/14/2020 SLMC10.72.100 HIGUERA SOUTH;4/20/1986 34 1/31/2020 SLMC10.72.100 MADONNA EL MERCADO 8/25/1970 49 1/7/2020 SLMC10.72.100 CASA FOOTHILL; 10/10/1999 20 12/13/2019 SLMC10.72.100 FOOTHILL CALIFORNI 11/19/2001 18 10/25/2019 SLMC10.72.100 1196 FOOTHILL;MUSTANG 9/27/1999 20 List of Citywide Citatations for Violation of Code SLMC 10.72.100 from 2013‐2022 2/28/23 Item 1, Attachment 2 10/11/2019 SLMC10.72.100 1185 FOOTHILL; PINECOVE 8/28/1998 21 10/10/2019 SLMC10.72.100 100 FOOTHILL;4/19/1999 20 10/4/2019 SLMC10.72.100 1100 FOOTHILL 11/20/1996 23 10/4/2019 SLMC10.72.100 1100 FOOTHILL 4/11/1998 21 9/20/2019 SLMC10.72.100 1050 FOOTHILL;11/13/1999 20 9/19/2019 SLMC10.72.100 1196 FOOTHILL;MUSTANG 4/7/2000 19 9/17/2019 SLMC10.72.100 SOUTH BROAD;11/2/1989 30 9/14/2019 SLMC10.72.100 GRAND MCCOLLUM; 4/27/2001 18 8/21/2019 SLMC10.72.100 MARSH BROAD;9/4/1972 47 8/19/2019 SLMC10.72.100 HIGUERA OSOS;10/29/1973 46 8/18/2019 SLMC10.72.100 1050 FOOTHILL; THE 1/25/1953 67 7/7/2019 SLMC10.72.100 728 MARSH;1/1/1997 23 5/10/2019 SLMC10.72.100 CALIFORNIA FOOTHIL 4/21/1999 20 5/10/2019 SLMC10.72.100 HIGUERA CHORRO; 12/29/1999 19 5/10/2019 SLMC10.72.100 SANTA MURRAY; 8/30/1964 55 5/6/2019 SLMC10.72.100 1127 FOOTHILL; GLEN 5/28/1999 20 5/1/2019 SLMC10.72.100 FOOTHILL CALIFORNI 11/25/1992 26 5/1/2019 SLMC10.72.100 CASA FOOTHILL; 10/29/1998 21 5/1/2019 SLMC10.72.100 CASA FOOTHILL; 3/25/1997 22 2/14/2019 SLMC10.72.100 1196 FOOTHILL;MUSTANG 3/20/1995 24 2/12/2019 SLMC10.72.100 1196 FOOTHILL;MUSTANG 5/16/1999 20 2/12/2019 SLMC10.72.100 CASA MURRAY;8/2/1997 22 2/1/2019 SLMC10.72.100 BRIDGE HIGUERA; 4/25/1988 31 1/10/2019 SLMC10.72.100 1185 FOOTHILL;PINECOVE 4/4/1997 22 1/10/2019 SLMC10.72.100 1185 FOOTHILL;PINECOVE 4/24/1998 21 12/6/2018 SLMC10.72.100 SANTA ROSA FOOTHILL; 10/29/1999 19 11/20/2018 SLMC10.72.100 OSOS LEFF;2/26/1996 23 11/20/2018 SLMC10.72.100 OSOS BUCHON; 2/26/1996 23 10/24/2018 SLMC10.72.100 FOOTHILL MUSTANG; 1/16/2000 19 10/23/2018 SLMC10.72.100 1196 FOOTHILL;MUSTANG 12/4/1996 22 10/23/2018 SLMC10.72.100 1196 FOOTHILL;MUSTANG 11/23/1998 20 10/23/2018 SLMC10.72.100 1196 FOOTHILL;MUSTANG 4/20/1999 20 10/17/2018 SLMC10.72.100 1196 FOOTHILL;MUSTANG 11/7/1999 19 10/17/2018 SLMC10.72.100 1196 FOOTHILL;MUSTANG 11/12/1999 19 10/16/2018 SLMC10.72.100 FOOTHILL CALIFORNI 1/3/1998 21 10/16/2018 SLMC10.72.100 1196 FOOTHILL;MUSTANG 11/15/1997 21 10/15/2018 SLMC10.72.100 1196 FOOTHILL;MUSTANG 1/9/1999 20 10/13/2018 SLMC10.72.100 1042 WALNUT;1/18/2004 15 10/13/2018 SLMC10.72.100 1042 WALNUT;8/11/1998 20 10/2/2018 SLMC10.72.100 CASA FOOTHILL;1/2/1997 22 10/1/2018 SLMC10.72.100 BROAD RAMONA; 8/28/1997 21 9/24/2018 SLMC10.72.100 1100 FOOTHILL CASA;8/14/1984 34 9/24/2018 SLMC10.72.100 1100 FOOTHILL CASA;10/12/1998 20 7/10/2018 SLMC10.72.100 BROAD MARSH;10/29/1986 32 6/3/2018 SLMC10.72.100 1100 FOOTHILL; CASA;6/24/1998 20 5/21/2018 SLMC10.72.100 GRAND MCCOLLUM; 1/12/1995 23 5/21/2018 SLMC10.72.100 SANTA ROSA FOOTHIL 4/1/1996 22 5/8/2018 SLMC10.72.100 SANTA ROSA PEACH;2/10/1996 22 4/17/2018 SLMC10.72.100 1100 FOOTHILL; 12/25/1998 19 4/12/2018 SLMC10.72.100 1100 FOOTHILL;4/3/1997 21 2/28/23 Item 1, Attachment 2 4/4/2018 SLMC10.72.100 1100 FOOTHILL CASA;10/7/1997 20 4/4/2018 SLMC10.72.100 CASA FOOTHILL; 1/14/1999 19 3/20/2018 SLMC10.72.100 FOOTHILL MUSTANG; 11/28/1997 20 3/15/2018 SLMC10.72.100 FOOTHILL BROAD;6/2/1997 21 3/6/2018 SLMC10.72.100 1100 FOOTHILL MUSTANG; 8/17/1996 22 2/1/2018 SLMC10.72.100 SANTA ROSA FOOTHIL 3/13/1958 60 2/1/2018 SLMC10.72.100 FOOTHILL CASA;7/19/1992 26 2/1/2018 SLMC10.72.100 1196 FOOTHILL; MUSTANG; 4/5/1997 21 11/2/2017 SLMC10.72.100 CASA FOOTHILL; 4/22/1998 20 10/27/2017 SLMC10.72.100 1196 FOOTHILL;MUSTANG 2/2/1998 20 10/25/2017 SLMC10.72.100 1100 BLK FOOTHILL; 2/26/1997 21 10/24/2017 SLMC10.72.100 1100 BLK FOOTHILL; 11/15/1997 20 10/23/2017 SLMC10.72.100 1100 BLK FOOTHILL; 7/21/1994 23 10/18/2017 SLMC10.72.100 FOOTHILL MUSTANG; 4/27/1999 18 10/11/2017 SLMC10.72.100 FOOTHILL MUSTANG; 9/21/1993 24 10/11/2017 SLMC10.72.100 1100 BLK FOOTHILL; 5/29/1998 19 10/11/2017 SLMC10.72.100 1100 BLK FOOTHILL; 3/19/1995 23 10/11/2017 SLMC10.72.100 FOOTHILL MUSTANG; 4/9/1994 24 10/10/2017 SLMC10.72.100 1100 BLK FOOTHILL; 6/14/1996 21 10/5/2017 SLMC10.72.100 FOOTHILL MUSTANG; 7/24/1999 18 10/5/2017 SLMC10.72.100 1100 BLK FOOTHILL; 1/10/1999 19 10/3/2017 SLMC10.72.100 FOOTHILL MUSTANG; 5/23/1996 21 9/29/2017 SLMC10.72.100 1198 FOOTHILL 10/2/1997 20 9/26/2017 SLMC10.72.100 CASA FOOTHILL;2/6/1987 31 9/25/2017 SLMC10.72.100 CASA FOOTHILL;7/6/1996 21 9/25/2017 SLMC10.72.100 GRAND SLACK;12/11/1996 21 9/22/2017 SLMC10.72.100 SLACK GRAND;1/9/1995 23 9/22/2017 SLMC10.72.100 HATHWAY KENTUCKY; 11/7/1996 21 9/14/2017 SLMC10.72.100 1100 BLK FOOTHILL; 8/30/1998 19 9/14/2017 SLMC10.72.100 100 CASA;GRID 2/14/1997 21 8/14/2017 SLMC10.72.100 MILL SANTA ROSA 5/18/1985 32 6/13/2017 SLMC10.72.100 1185 FOOTHILL;PINECOVE 1/11/1997 20 6/6/2017 SLMC10.72.100 MARSH BROAD;6/18/1960 57 5/25/2017 SLMC10.72.100 1185 FOOTHILL;PINECOVE 3/6/1995 22 5/19/2017 SLMC10.72.100 FOOTHILL CALIFORNI 6/23/1995 22 5/17/2017 SLMC10.72.100 1196 FOOTHILL;MUSTANG 7/13/1997 20 5/11/2017 SLMC10.72.100 MARSH OSOS;8/22/1985 32 5/11/2017 SLMC10.72.100 FOOTHILL MUSTANG; 11/14/1997 19 5/11/2017 SLMC10.72.100 1050 FOOTHILL; THE 8/17/1995 22 5/11/2017 SLMC10.72.100 FOOTHILL CASA;6/28/1996 21 4/6/2017 SLMC10.72.100 145 SLACK 7/5/1996 21 2/16/2017 SLMC10.72.100 HATHWAY CARPENTER; 11/28/1996 20 1/31/2017 SLMC10.72.100 FOOTHILL CALIFORNI 12/30/1996 20 1/30/2017 SLMC10.72.100 FOOTHILL CASA; 5/14/1996 21 10/20/2016 SLMC10.72.100 CASA FOOTHILL; 10/11/1995 21 10/8/2016 SLMC10.72.100 600 HIGUERA 8/9/1961 55 10/6/2016 SLMC10.72.100 1100 FOOTHILL 8/19/1997 19 9/17/2016 SLMC10.72.100 200 HIGUERA; BBQS 3/31/1992 24 9/15/2016 SLMC10.72.100 SACRAMENTO ORCUTT; 10/5/1976 40 7/8/2016 SLMC10.72.100 OSOS HIGUERA; 8/11/1952 64 2/28/23 Item 1, Attachment 2 6/5/2016 SLMC10.72.100 HIGUERA SOUTH;11/2/1979 37 5/31/2016 SLMC10.72.100 HIGUERA BROAD;6/6/1974 42 4/28/2016 SLMC10.72.100 BROAD PACIFIC; 12/25/1980 35 4/25/2016 SLMC10.72.100 HIGUERA SOUTH;6/18/1970 46 3/21/2016 SLMC10.72.100 BROAD MONTEREY; 8/19/1989 27 3/7/2016 SLMC10.72.100 893 MARSH; POST OFFICE 10/3/1982 33 12/16/2015 SLMC10.72.100 OSOS PACIFIC;8/18/1960 55 11/10/2015 SLMC10.72.100 1196 FOOTHILL;MUSTANG 7/23/1994 21 11/9/2015 SLMC10.72.100 1196 FOOTHILL;MUSTANG 4/24/1996 20 10/12/2015 SLMC10.72.100 208 MADONNA; DENNYS;3/21/1986 30 9/22/2015 SLMC10.72.100 MADONNA HIGUERA; 6/10/1989 26 8/3/2015 SLMC10.72.100 MARSH BROAD;5/10/1990 25 5/19/2015 SLMC10.72.100 LOVR CALLE JOAQUIN 6/4/1964 51 5/14/2015 SLMC10.72.100 SOUTH BEEBEE;8/19/1989 26 5/11/2015 SLMC10.72.100 CASA FOOTHILL; 4/27/1993 22 5/9/2015 SLMC10.72.100 SANTA ROSA MILL;1/15/1988 27 4/3/2015 SLMC10.72.100 OSOS SANTA BARBARA 11/19/1969 45 3/14/2015 SLMC10.72.100 837 MARSH;5/24/1994 21 2/26/2015 SLMC10.72.100 1196 FOOTHILL;MUSTANG 7/4/1995 20 2/18/2015 SLMC10.72.100 1196 FOOTHILL; MUSTANG; 10/7/1993 21 2/18/2015 SLMC10.72.100 1196 FOOTHILL; MUSTANG; 4/15/1993 22 2/18/2015 SLMC10.72.100 1196 FOOTHILL; MUSTA 11/23/1993 21 2/2/2015 SLMC10.72.100 HIGUERA CARMEL 11/8/1967 47 1/1/2015 SLMC10.72.100 MARSH NIPOMO 6/8/1955 60 9/24/2014 SLMC10.72.100 1100 FOOTHILL; 12/10/1993 21 9/24/2014 SLMC10.72.100 1100 FOOTHILL; 8/16/1995 19 8/22/2014 SLMC10.72.100 25 HIGUERA; 10/17/1985 29 8/14/2014 SLMC10.72.100 3398 HIGUERA 11/17/1987 27 8/6/2014 SLMC10.72.100 999 MONTEREY OSOS 8/12/1995 19 7/31/2014 SLMC10.72.100 799 HIGUERA CHORRO 8/27/1962 52 7/18/2014 SLMC10.72.100 1 HIGUERA ELKS 8/19/1989 25 7/11/2014 SLMC10.72.100 994 HIGUERA OSOS 3/5/1972 42 6/21/2014 SLMC10.72.100 599 SANTA ROSA 11/11/1972 42 3/24/2014 SLMC10.72.100 999 OSOS MONTEREY 12/5/1964 49 3/4/2014 SLMC10.72.100 791 ORCUTT MCMILLA 4/12/1963 51 2/26/2014 SLMC10.72.100 51 HIGUERA MADONNA 8/25/1964 50 2/26/2014 SLMC10.72.100 51 HIGUERA MADONNA 6/24/1969 45 1/11/2014 SLMC10.72.100 1100 BROAD 7/23/1961 52 12/29/2013 SLMC10.72.100 599 MARSH NIPOMO 9/16/1984 29 12/20/2013 SLMC10.72.100 12398 LOS OSOS VALLEY 1/25/1966 48 12/9/2013 SLMC10.72.100 50 HIGUERA 7/17/1961 52 12/7/2013 SLMC10.72.100 311 HIGUERA PACIFI 2/19/1986 28 11/30/2013 SLMC10.72.100 664 MARSH 8/12/1961 52 11/29/2013 SLMC10.72.100 500 HIGUERA;12/30/1986 27 10/23/2013 SLMC10.72.100 793 FOOTHILL BROAD 2/28/1993 21 10/12/2013 SLMC10.72.100 800 HIGUERA;5/17/1979 34 9/24/2013 SLMC10.72.100 51 HIGUERA MADONNA 11/23/1987 26 9/16/2013 SLMC10.72.100 599 SANTA ROSA 2/9/1995 19 9/16/2013 SLMC10.72.100 599 SANTA ROSA 5/10/1995 18 9/16/2013 SLMC10.72.100 190 SANTA ROSA 7/30/1993 20 2/28/23 Item 1, Attachment 2 8/28/2013 SLMC10.72.100 798 MARSH CHORRO 8/14/1984 29 8/7/2013 SLMC10.72.100 600 HIGUERA 7/27/1987 26 8/6/2013 SLMC10.72.100 778 OSOS MILL 8/20/1986 27 6/24/2013 SLMC10.72.100 300 ELKS;6/8/1955 58 6/13/2013 SLMC10.72.100 51 HIGUERA MADONNA 3/3/1985 28 6/11/2013 SLMC10.72.100 900 HIGUERA 9/26/1994 19 6/11/2013 SLMC10.72.100 599 SANTA ROSA 5/6/1981 32 6/2/2013 SLMC10.72.100 700 HIGUERA 3/3/1985 28 5/21/2013 SLMC10.72.100 3790 BROAD INDUSTR 7/6/1965 48 5/14/2013 SLMC10.72.100 50 SANTA ROSA 2/2/1970 43 5/1/2013 SLMC10.72.100 51 HIGUERA MADONNA 10/12/1984 29 4/11/2013 SLMC10.72.100 800 MARSH 1/26/1987 26 4/1/2013 SLMC10.72.100 445 HATHWAY CALIFORNIA 6/18/1993 20 3/21/2013 SLMC10.72.100 1132 CALIFORNIA MARSH 6/25/1996 17 3/20/2013 SLMC10.72.100 101SOFF MADONNA 10/21/1955 57 3/20/2013 SLMC10.72.100 500 HIGUERA 4/7/1966 47 3/19/2013 SLMC10.72.100 500 FOOTHILL 10/3/1992 20 3/19/2013 SLMC10.72.100 1170 FOOTHILL MUST 11/6/1991 21 3/15/2013 SLMC10.72.100 791 ORCUTT McMILLA 11/10/1958 54 3/15/2013 SLMC10.72.100 791 ORCUTT MCMILLA 3/31/1967 46 3/11/2013 SLMC10.72.100 899 SANTA ROSA 8/22/1989 24 3/5/2013 SLMC10.72.100 670 HIGUERA BROAD 5/10/1993 20 3/1/2013 SLMC10.72.100 999 FOOTHILL SANTA 4/27/1993 20 2/20/2013 SLMC10.72.100 100 HIGH HIGUERA 6/15/1986 27 2/14/2013 SLMC10.72.100 500 HIGUERA 3/4/1966 47 2/7/2013 SLMC10.72.100 500 MARSH 6/20/1991 22 1/27/2013 SLMC10.72.100 1199 NIPOMO MARSH 9/16/1976 36 2/28/23 Item 1, Attachment 2 Considerations for Committee Discussion From Committee Chair Russell Mills Considerations for discussion addressing potential changes to the SLO municipal code regarding bicycle riding on sidewalks (Sec. 10.72.100. No person shall ride a bicycle upon any sidewalk). Allow a person to ride a bicycle upon a sidewalk but consider the following exceptions and conditions. Exceptions Note: These exceptions shall not apply when a specific sidewalk has been designated and marked for use by a bicyclist. 1.In the downtown area (specify area boundaries; consider other excluded areas). 2.When there is an adjacent adequate protected bicycle path or lane. 3.When the bicyclist is over 18 years of age (or some other age limit) and there is an adjacent adequate separated bicycle path or lane. 4.When the bicyclist is over 18 years of age (or some other age limit) and there is an adjacent adequate roadway with low traffic volume and low vehicle speed. Conditions 5.When riding on a sidewalk a bicyclist shall yield to all pedestrian traffic and shall provide an audible warning when overtaking a pedestrian. 6.When approaching a pedestrian on a sidewalk a bicyclist shall exercise all due care and shall reduce speed as necessary to safeguard the safety of the pedestrian. 7.This section does not relieve a pedestrian from the duty of using due care for their safety (Ref. CVC Sec. 21950b). Related sections in the California Vehicle Code provides current regulations that may also be adaptable to riding on sidewalks: Sec. 21950. (b) This section does not relieve a pedestrian from the duty of using due care for their safety. No pedestrian may suddenly leave a curb or other place of safety and walk or run into the path of a vehicle that is so close as to constitute an immediate hazard. No pedestrian may unnecessarily stop or delay traffic while in a marked or unmarked crosswalk. Sec. 21950. (c) The driver of a vehicle approaching a pedestrian within any marked or unmarked crosswalk shall exercise all due care and shall reduce the speed of the vehicle or take any other action relating to the operation of the vehicle as necessary to safeguard the safety of the pedestrian. Sec. 21966. No pedestrian shall proceed along a bicycle path or lane where there is an adjacent adequate pedestrian facility. 2/28/23 Item 1, Attachment 3 City of San Luis Obispo, Agenda, Planning Commission Active Transportation Committee AGENDA REPORT ITEM 2 DATE: February 28, 2023 FROM: Adam Fukushima, Active Transportation Manager PREPARED BY: Jennifer Rice, Transportation Planner / Engineer Ryan Caldera, Transportation Planner / Engineer Anthony Ramos, Capital Improvement Project Engineer SUBJECT: 2023 Arterial Streets Paving Plan Recommendation: Review the 90% draft plans for the 2023 Arterials Paving Plan and provide input to staff, with particular focus on the active transportation elements. Background At the meeting on September 15, 2022, the Active Transportation Committee (ATC) reviewed the project scope and proposed design elements for the 2023 Arterial Streets Paving Plan. The ATC made the following recommendations: 1. Proceed with street designs per staff recommendations, which were in substantial conformance with the Active Transportation Plan. 2. Prioritize paving in the following order if some streets need to be deferred to a future year due to budget constraints: a) Johnson Avenue b) California Boulevard c) Santa Barbara Avenue d) Monterey Street e) Orcutt Road and Palm Street (equal priority). The purpose of this item is for the committee to review and provide comment on the 90% level plan set, and for staff to provide an update on previous action items as well as review active transportation elements in the project that were modified/amended since the September meeting. Detailed plans are provided for reference as Attachment 1. Discussion As part of the City’s Pavement Management Program, specific streets are scheduled for maintenance work each summer, typically alternating each year between local neighborhood streets and arterial/collector streets. These projects provide excellent opportunities to incorporate planned safety and complete street improvements as part of these larger maintenance activities as Active Transportation Committee Agenda Item 2, February 28, 2023 Page 2 well as provide significant cost savings so that more desired improvements can be built. During summer 2023, the following arterials are planned for repaving: 1.Monterey Street (Santa Rosa to California) 2.California Boulevard (Mill to Monterey)* 3. Johnson Avenue (Bishop to Laurel)* 4.Santa Barbara Avenue (Leff to Broad) 5.Palm Street (Pepper to Santa Rosa) 6.Orcutt Road (Laurel to Johnson) 7.Morro Street (Mill to Higuera)* 8. La Loma Court (Los Cerros to western terminus)* 9.Broad Street (Palm to Monterey)* Segments denoted with an asterisk (*) have been added or modified since the September 15th ATC meeting. These changes are discussed in greater detail later in this report. Project Goals and Objectives The following primary goals and objectives will guide the project designs, along with input from the community and adjacent businesses. Overarching Project Goal: Provide pavement maintenance and rehabilitation to various arterial roadways while implementing high priority active transportation infrastructure and increasing accessibility and safety for all roadway users. Specific Design Objectives: 1.Provide maintenance and rehabilitation to damaged pavement and potholes to extend the life of the existing pavement surface 2. Improve ADA access and parking availability for persons with disabilities 3.Improve safety and access for walking and bicycling, incorporating high priority active transportation infrastructure as identified in the Active Transportation Plan 4.Minimize impacts to on-street parking 5. Minimize inconveniences to residents and businesses during construction Proposed Complete Street Design Elements Complete street elements and active transportation improvements have been identified and refined throughout the design thus far, in general consistent with the City’s Active Transportation Plan. Additionally, modifications have been proposed as a result of community engagement, including previous input received from the Active Transportation Committee. The following graphics may have been updated since the September 15th ATC meeting: Active Transportation Committee Agenda Item 2, February 28, 2023 Page 3 Monterey Street (Santa Rosa to California) What’s Changed: •No changes to the preliminary concepts the ATC previously reviewed, which included addition of green-backed shared lane markings (sharrows) along Monterey Street and enhanced crossings at Toro and Pepper Streets. Below is a closer look at some of the refined complete street elements at the Toro and Pepper Street crossings. 8’ 10’ 11’ 10’ 8’ Active Transportation Committee Agenda Item 2, February 28, 2023 Page 4 The above detail describes the elements included in the new enhanced pedestrian/bicycle crossings proposed for Monterey Street at Pepper and Toro, which include addition of hi-visibility crosswalks, green bike lane markings, raised concrete medians refuges, and Rectangular Rapid Flashing Beacon (RRFB) systems with push buttons positioned for use by pedestrians and cyclists. California Boulevard (Mill to Monterey) What’s Changed: •The project scope for California was reduced to only include reconstruction between Mill and Monterey, where previously the scope was from Monterey to Phillips. This change was due to a future waterline project on California north of Mill Street that would have torn up any new street. The decision was made that this section of California would be reconstructed at the time the waterline project is complete, which is most likely in 2025. On the segment that will be reconstructed, Monterey to Mill Street, improvements will include green bike lanes approaching and through the intersection conflict areas. Johnson Avenue (Bishop to Laurel) What’s Changed: •The project scope for Johnson was reduced to only include slurry sealing between Bishop and Laurel, where previously the scope was from Buchon to Laurel. This change was due to a future waterline project on Johnson north of Bishop Street that would have torn up any new street. Slurry seal for Johnson between San Luis and Bishop will be scheduled 5’ 10’ 10.5’ 10’ 5’ 8’ 6’ 2’ 10’ 12’ 10’ 2’ 6’ Active Transportation Committee Agenda Item 2, February 28, 2023 Page 5 after the waterline project is complete, most likely 2025. The segment that will be slurry sealed, Bishop to Laurel, will include a road diet to one lane in each direction, a two-way center turn lane, buffered bike lanes and on-street parking. Santa Barbara Avenue (Leff to Broad) What’s Changed: •No changes to the preliminary concepts the ATC previously reviewed. Below are closer looks at some of the refined complete street elements. Bike Lane Extension and Bike Box at Santa Barbara and Broad: 6.5’ 2’ 10.5’ 10.5’ 10.5’ 2’ 6.5’ Active Transportation Committee Agenda Item 2, February 28, 2023 Page 6 Bicycle Median Detail with Pedal-Safe Curb: RRFB Crossing at Santa Barbara and High: Active Transportation Committee Agenda Item 2, February 28, 2023 Page 7 Palm Street (Pepper to Santa Rosa) What’s Changed: •No changes to the preliminary concepts the ATC previously reviewed. Orcutt Road (Laurel to Johnson) What’s Changed: •No changes to the preliminary concepts the ATC previously reviewed. The plan includes reduced travel lane widths, buffered bicycle lanes and green bike lane markings through conflict areas. Morro Street (Mill to Higuera) What’s Changed: •This segment of Morro Street was added to the project scope after the September ATC meeting. The project includes striping and signage of the route to complete the Bill Roalman Neighborhood Greenway from Higuera Street to Mill Street, forming a continuous greenway route between Mill Street and Santa Barbara/Upham Street. 6’ 2’ 11’ 11’ 11’ 2’ 6’ Active Transportation Committee Agenda Item 2, February 28, 2023 Page 8 La Loma Court (Los Cerros to western terminus) What’s Changed: •La Loma Court was added to the project scope after the September ATC meeting. The existing roadway configuration will be reinstalled after street reconstruction. No new active transportation elements are proposed for this segment. Broad Street (Palm to Monterey) What’s Changed: •Broad Street was added to the project scope after the September ATC meeting. The existing roadway configuration will be reinstalled after street construction, apart from a new stop sign for the westbound approach at Monterey and Broad Street. No new active transportation elements are proposed for this segment. Project Costs and Funding This project currently has a budget of approximately $4.5 million, with additional potential funding sources that will bring the total budget to approximately $8.3 million. This includes $285,000 for implementation of ATP elements. The majority of the budget is from the Street Reconstruction and Resurfacing Capital Improvement Project. The current project cost estimate is approximately $9.7 million. Since the project is currently underfunded, staff’s direction is to plan and design the entire project, but bid the project with a base bid and two additive alternatives. One alternative will include reconstructing Palm Street, and one alternative will include reconstructing Orcutt Road. Once the bids are received and the cost of the additive alternatives known, the City Council will make the final decision to award the alternatives. If additional funding is necessary it will be requested at that time. Next Steps Following review and input from the ATC, staff will refine final project designs. The project is schedule to go to the City Council April 18, 2023 for authorization to advertise. Construction of the project is planned to begin in Summer 2023. Recommendations: Review the 90% draft plans for the 2023 Arterials Paving Plan and provide input to staff, with particular focus on the active transportation elements. Attachments: 1. 90% Plans for 2023 Arterials Paving Project Reference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Editionindex to planssheet no. descriptionsan luis obispo county, californiaARTERIALS 2023T1COVERT2 NOTESD1 DETAILSD2 PAVEMENT DETAILSS1 ORCUTT ROADS2 ORCUTT ROADS3 SANTA BARBARA AVENUES4 SANTA BARBARA AVENUES5 SANTA BARBARA AVENUES6 JOHNSON AVENUES7 JOHNSON AVENUES8 JOHNSON AVENUES9 MONTEREY STREETS10 MONTEREY STREETS11 CALIFORNIA AVENUES12 PALM STREETS13 PALM / MORRO STREETS14 MORRO STREETS15 MONTEREY/BROAD / LA LOMA COURTAPPROVED BYSPECIFICATION NO.DATEofSHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved Date32FEB 202390346BT1No. C 79870BRI A NA. NELSONCIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FO R NIA sheet no. description G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings 010002000NC1 JOHNSON SURFACE REPAIRSC2 SANTA BARBARA AND UPHAM / MONTEREYAND MORRO CURB RAMP IMPROVEMENTSC3 PALM AND SANTA ROSA CURB RAMPIMPROVEMENTSC4 MONTEREY AND TORO CURB RAMPIMPROVEMENTSC5 CALIFORNIA AND PALM CURB RAMPIMPROVEMENTSC6 CALIFORNIA AND MILL CURB RAMPIMPROVEMENTSC7 MONTEREY CONCRETE REPAIRC8 CALIFORNIA STORM DRAIN IMPROVEMENTSC9 JOHNSON AND ORCUTT STORM DRAINIMPROVEMENTSC10 FUNSTON AND LAWTON CURB RAMPIMPROVEMENTS AND GRADING - SOUTHC11 FUNSTON AND LAWTON CURB RAMPIMPROVEMENTS AND GRADING - NORTHC12 FUNSTON AND LAWTON STORM DRAINIMPROVEMENTS - SOUTHC13 FUNSTON AND LAWTON STORM DRAINIMPROVEMENTS - NORTH2/28/23 Item 2, Attachment 1 1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITHTHESE PLANS, SPECIAL PROVISIONS PREPARED FOR THISPROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARDSPECIFICATIONS AND ENGINEERING STANDARDS, INCONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENTOF TRANSPORTATION STANDARD SPECIFICATIONS ANDSTANDARD PLANS, 2015 EDITION (UNREVISED).2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTIONFOR LOCATION OF POWER, TELEPHONE, OIL AND NATURALGAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEESHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THELOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE ORUNDERGROUND FACILITIES.3. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12"LICENSE AT THE TIME THE BIDS OPEN AND DURING THEENTIRE LENGTH OF THE CONTRACT.4. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES INTHE VICINITY OF THE PROPOSED WORK SUCH AS EXISTINGIRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION,ETC. THE CONTRACTOR MUST USE CARE TO AVOID DAMAGETO ANY EXISTING IMPROVEMENTS OR VEGETATION IN THEVICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIESDAMAGE DURING CONSTRUCTION TO THE SATISFACTION OFTHE ENGINEER.5. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIREDDURING CONSTRUCTION IT MUST BE DONE IN A MANNER TOREMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATIONAND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION.CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIORTO TRIMMING OF ANY VEGETATION.6. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGETHROUGH PROPER TRIMMING AND CONSTRUCTIONTECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.7. THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES.CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TOAVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEADLINES.8. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOMEDAMAGED DURING CONSTRUCTION SHALL BE COMPLETELYRESTORED TO THE SATISFACTION OF THE ENGINEER AT THECONTRACTOR'S SOLE EXPENSE.9. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES ANDAGENCIES WITH SERVICES IN THE AREA PRIOR TOCOMMENCING CONSTRUCTION ACTIVITIES AND COORDINATEWITH THE UTILITY COMPANIES AFFECTED BY CONSTRUCTION.10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'SLICENSED LAND SURVEYOR SHALL FILE A CORNER RECORD INTHE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYORFOR EACH EXISTING MONUMENT WITHIN THE PROJECT AREATHAT HAS THE POTENTIAL TO BE DISTURBED. PROTECTBENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITYSTD SECTION 5-1.26.11. PROTECT SURVEY MONUMENTS IN PLACE DURINGCONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OFDAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALLNOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TORESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY ACALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDEPREPARING AND FILING A CORNER RECORD WITH SAN LUISOBISPO COUNTY.12. ALL STRIPING AND MARKINGS SHALL BE PER CALTRANSREVISED STANDARD PLANS 2015 - A20A, A20B, A20C, A20D,A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOTMARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE. SEESPECIAL PROVISIONS SECTION 84.13. GREEN PAINT AT BIKE LANES SHALL BE SEALMASTERCOLORSAFE OR CITY APPROVED EQUIVALENT PER SECTION84-6.01.14. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.15. THERMOPLASTIC STRIPING PLACE ON CONCRETE REQUIRES APRIMER COAST PRIOR TO APPLICATION.16. FLEX POST MUST BE PEXCO CITY POST MODEL EAC ORAPPROVED EQUAL.general notes:legend:GFIRE HYDRANTHYDRANT MARKERDRIVEWAYSIGN POSTRRFB SYSTEMSTORM DRAIN PIPEGAS LINEADJUST TO FINISH GRADEPER CITY STDs.SEWER MANHOLE (PER 6040)STORM DRAIN MANHOLE (PER 6040)WATER VALVE (PER 6040)MONUMENT (PER 9020)TRAFFIC BOXCOMMUNICATIONS (PER 9030)GAS COVERTYPE II SLURRY SEALHMA SURFACE 12 12" DEPTH (ORCUTT, SANTA BARBARA, & CALIFORNIA)SEE SHEET D2 SECTION 11-3/4" AC OVER PAVING GRID [GLASGRID 8502, STARGRID G-PS 200-100, OR APPROVED EQUAL] (PALM)SEE SHEET D2 SECTION 51-3/4" AC OVER PAVING GRID [GLASGRID 8502, STARGRID G-PS 200-100, OR APPROVED EQUAL] (MONTEREY & MORRO)SEE SHEET D2 SECTION 4HMA SURFACE 6" DEPTH (LA LOMA) SEESHEET D2 SECTION 2FOG SEALGPROTECT IN PLACESEWER MANHOLE (PER 6040)STORM DRAIN MANHOLE (PER 6040)WATER VALVE (PER 6040)MONUMENT (PER 9020)TRAFFIC BOXCOMMUNICATIONS (PER 9030)GAS COVERCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBNAS NOTEDFEB 202390346B32NOTEST2CIVILREGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSTREE PROTECTION1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPERTRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE.CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOWNECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO THE CITY.NOTIFY THE ENGINEER 48 HRS IN ADVANCE OF THE WORK.2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTIONEQUIPMENT, THE FOLLOWING TECHNIQUES MAY BE UTILIZED TO MINIMIZEDAMAGE DURING CONSTRUCTION ACTIVITIES:a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACTWITH TREESb. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITHCONSTRUCTION EQUIPMENTc. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLETREESd. UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREELIMBS TEMPORARILY OUT OF THE WAYG:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings LAYOUT APPROVAL1. ALL STRIPING LAYOUTS AND SIGN LOCATIONS WILL BE FIELD LOCATED BY CITYTRANSPORTATION STAFF. TRANSPORTATION ENGINEER SHALL APPROVE LAYOUTOF LEFT TURN BIKE BOXES PRIOR TO STRIPING.2. PARKING TEE LOCATION MUST BE FIELD MARKED AND LOCATIONS APPROVED BYTHE ENGINEER PRIOR TO PAINTING.3. LOCATION OF ALL SIGNS, STRIPING, TRAFFIC CIRCLES, AND SPEED HUMP/TABLESTO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.4. NEW SIGN POST LOCATION MUST BE INSTALLED PER ENG. STD. 7210 & 7215 ANDBE FIELD MARKED AND LOCATIONS APPROVED BY THE ENGINEER PRIOR TOINSTALLATION. ALL PUNCH POSTS IN DOWNTOWN CORE MUST BE POWDERCOATED GREEN PER ENG. STD. 7210 & 7215.2/28/23 Item 2, Attachment 1 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONARTERIALS 2023 ARKHWBHBNNOT TO SCALEFEB 202390346B32DETAILSAPPROVED: [Mo Day, Yr]D1No. C 79870BRI A NA. NELSONCIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA BIKE BUFFERANOT TO SCALEGREENBACK SHARROWBNOT TO SCALESTRIPED BULBOUTCNOT TO SCALECASE 1SOLID GREENBIKE LANECASE 2DASHED GREEN BIKE LANEEXTENSION APPROACHINGINTERSECTION RIGHT TURNCONFLICT AREASCASE 3DASHED GREEN BIKE LANEEXTENSION THROUGHINTERSECTIONS ANDACROSS DRIVEWAYSGreen Bike LanePavement Coating,typicalWhite 6" StripeWhite Bike Lane Symbol withPerson per Caltrans StandardWhite 6" StripeONE-WAYMONTEREY STREET RRFB CROSSINGSGNOT TO SCALEAAGREEN WAY SIGNENOT TO SCALEGREEN WAY SYMBOLFNOT TO SCALEMODIFIED CITY STD 7360DNOT TO SCALEG:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings 123454” AA345CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)223HNOT TO SCALE2/28/23 Item 2, Attachment 1 NOT TO SCALETYPICAL X-SECTION - ORCUTT, SANTA BARBARA, AND CALIFORNIAWIDTH VARIES(SEE PLAN)(SEE NOTE 2)(E) CURB AND GUTTER OREDGE OF PAVEMENT, TYP.(SEE NOTE 6)REMOVE 12-1/2" OF EXISTINGMATERIAL AND REPLACE WITH 12-1/2" OF HMA (SEE NOTE 4)℄(E) AGGREGATE BASEVARIES FROM 6" TO 8-1/2"(SEE NOTE 2)NOTES:1. SEE PAVEMENT EVALUATION REPORT FOR EXISTING PAVEMENT CORING INFORMATION.2. PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5% MINIMUM, 3%MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3. DEPTH OF EXISTING HMA LAYER VARIES FROM:CALIFORNIA BLVD: 6-3/4 TO 10 INCHESORCUTT RD: 4 TO 6 INCHESSANTA BARBARA AVE: 5 TO 10-1/2 INCHES4. PLACE 12-1/2 INCHES OF NEW HMA IN THREE LIFTS. THE INITIAL TWO LIFTS MUST BE 5 INCHES THICK (3/4" AGGREGATE) AND FINALLIFT BE 2-1/4 INCHES THICK (1/2" AGGREGATE).5. MILLING AND FILLING WITH THE INITIAL LIFT OF 5 INCHES MUST BE COMPLETED ON THE SAME WORK SHIFT. THE INITIAL LIFT OF 5INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THE PROJECT ROADWAY BEFORE THE NEXT LIFT CAN BECOMPLETED.6. CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT.7. HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.8. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS1DEPTH OF EXISTINGHMA LAYER VARIESFROM 6-3/4" TO 10"(E) NATIVE MATERIALNOT TO SCALETYPICAL X-SECTION: PALM ST5(E) PCC CURB℄(E) SUBGRADEWIDTH VARIES(SEE PLANS)5.5'AC TAPERMILL 2" AT GUTTER TO 2" AT CENTER LINE TOPRODUCE EVEN SURFACE FOR AC OVERLAY5.5'AC TAPER1.5'1.5'NOTES:1. HMA PAVEMENT CROSS SLOPES SHALL MATCH EXISTING UNDERLYING PCC CROSS SLOPES EXCEPT THAT CROSS SLOPES SHALL BELIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.2. DEPTH OF EXISTING PCC PAVEMENT LAYER IS APPROXIMATELY 6 INCHES.3. CONTRACTOR SHALL MILL 2" AT THE CENTER LINE AND GUTTER TO PRODUCE A STRAIGHT GRADE ON EXISTING CONCRETEPAVEMENT FROM THE EDGE OF GUTTER TO THE CENTERLINE PER DETAIL 9, THIS SHEET. DEPTH OF PCC REMOVAL VARIES.4. PROVIDE 3/4" LEVELING COURSE WITH 3/8" AGGREGATE SIZE UNDER PAVING GRID (GLASGRID 8502, STARGRID G-PS 200-100 ORAPPROVED EQUAL). SURFACE COURSE MUST BE 1-3/4 INCHES WITH 1/2" AGGREGATE.5. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT (E) MILLED CONCRETE PAVEMENT SECTION.(SEE NOTE 1)(SEE NOTE 1)3/4" LEVELING COURSE1-3/4" AC OVER PAVING GRID SEE NOTE 4SEE DETAIL 9, THIS SHEET.TYPCIAL EACH SIDESAWCUTSAWCUT(E) PCC CURB℄(E) SUBGRADEWIDTH VARIES(SEE PLANS)8'AC TAPERMILL ALL AC PAVEMENT TO PCC BASE SEE NOTE 46.5'AC TAPER1.5'3/4" LEVELING COURSE1-3/4" AC OVERPAVING GRID SEE NOTE 5NOT TO SCALETYPICAL X-SECTION: MONTEREY & MORRONOTES:1. HMA PAVEMENT CROSS SLOPES SHALL MATCH EXISTING UNDERLYING PCC CROSS SLOPES EXCEPT THAT CROSS SLOPES SHALLBE LIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.2. DEPTH OF EXISTING AC PAVEMENT LAYER VARIES FROM 1/4" (AT CURB FACE) UP TO 5" INCHES AT CENTER OF ROAD.3. COMPLETELY REMOVE ALL (E) AC PAVEMENT BY MILLING, DEPTH VARIES. WHEN MILLING OPERATION IS BEING PERFORMED, THEMILLING OPERATION SHOULD BE ADJUSTED TO AVOID MILLING THE (E) PCC BASE. CONTRACTOR IS RESPONSIBLE TO DETERMINEAND PERFORM APPROPRIATE NUMBER OF PASSES FOR AC REMOVAL. SEE DETAILS 7 & 8 FOR (E) EDGE GRIND CONDITIONS.4. PROVIDE 3/4" LEVELING COURSE WITH 3/8" AGGREGATE SIZE UNDER PAVING GRID (GLASGRID 8502, STARGRID G-PS 200-100 ORAPPROVED EQUAL). SURFACE COURSE MUST BE 1-3/4 INCHES WITH 1/2" AGGREGATE.5. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT (E) 6" CONCRETE PAVEMENT SECTION.4SEE NOTE 3 FOR EDGECONDITIONS AND DETAIL 8SEE NOTE 3 FOR EDGECONDITIONS AND DETAIL 7(SEE NOTE 2)(SEE NOTE 2)(E) PCC CURB(E) GUTTER, SEE NOTE 3NOTES:1. MILL (E) AC PAVEMENT TO PCC BASE, DEPTH VARIES.2. INSTALL 34" THICK AC LEVELING COURSE, PAVING GRID (GLASGRID 8502, STARGRID G-PS200-100 OR APPROVED EQUAL), AND 1 34" THICK SURFACE COURSE OVER PAVING GRID.3. PROTECT IN-PLACE (E) PCC GUTTER4. PAVE AC TAPER FROM GUTTER LIP TO EDGE OF TRAVEL LANE. MATCH AC FLUSH WITHGUTTER LIP, THICKNESS OF AC VARIES AT GUTTER LIP AS DETERMINED IN FIELD.NOT TO SCALEEDGE TAPER DETAIL7MILL (E) AC DEPTH VARIESSEE NOTE 118"AC TAPER SEE NOTE 4SEE NOTE 2TACK COAT9' (BIKE LANE + BUFFER)OR 8' (PARKING LANE) PER PLAN(E) PCC CURB,SEE NOTE 3NOTES:1. MILL (E) AC PAVEMENT TO PCC BASE, DEPTH VARIES.2. INSTALL 34" THICK AC LEVELING COURSE, PAVING GRID (GLASGRID 8502, STARGRID G-PS 200-100 ORAPPROVED EQUAL), AND 1 34" THICK SURFACE COURSE OVER PAVING GRID.3. PROTECT IN-PLACE (E) PCC CURB.4. CONTRACTOR MUST MAINTAIN SIDEWALK UNDERDRAIN IN OPEN CONDITION.5. PAVE AC TAPER FROM CURB FACE TO EDGE OF TRAVEL LANE. PROVIDE AC THICKNESS AT CURB FACENECESSARY TO MAINTAIN 6" CURB, THICKNESS AT CURB FACE WILL VARY.NOT TO SCALEEDGE TAPER DETAIL8MILL (E) AC DEPTH VARIESSEE NOTE 1AC TAPER SEE NOTE 5SEE NOTE 2TACK COAT9' (BIKE LANE + BUFFER)OR 8' (PARKING LANE) PER PLANMAINTAIN 6" CURBOR AS DIRECTED BY ENGINEER.(E) SIDEWALKUNDERDRAIN,SEE NOTE 4NOT TO SCALEPCC MILL AND CONFORM92" MILL2" MILLMILL AREA℄WIDTH VARIES (SEE PLANS)MILL 2" AT GUTTER TO 2" AT CENTER LINE TOPRODUCE EVEN SURFACE FOR AC OVERLAY(N) PAVEMENT SECTION1.5' MILL DEPTHVARIES5.5' AC TAPER2-1/2" TO 2"2-1/2" AC(E) 6" CONCRETEPAVEMENT SECTIONNOTES:1. MILL (E) PCC PAVEMENT TO THE WIDTHS AND DEPTHS SHOWN PER DETAIL 5.2. INSTALL 34" THICK AC LEVELING COURSE, PAVING GRID, AND 1 34" THICK SURFACECOURSE OVER PAVING GRID.1-3/4" AC OVER PAVING GRID SEE NOTE 2PAVING GRID2-1/2" MILLNOT TO SCALEAC PATCH REPAIR DETAIL3(E) ROAD BASE OR SUBBASE,PROTECT IN PLACENOTES:1. AREAS SHALL BE FIELD VERIFIED WITH ENGINEERING INSPECTORPRIOR TO BASE REPAIR WORK.2. 95% COMPACTION WHERE EXPOSED AFTER PAVEMENT REMOVAL.3. APPLY SLURRY TREATMENT AFTER COMPLETION OF BASEREPAIRS.(E) AC, EXACTDEPTH UNKNOWNAREA PER PLAN,SEE NOTE 1REMOVE 8" OF EXISTING MATERIALAND REPLACE WITH 8" OF HMA.FINISHED SURFACE,SEE NOTE 3TACK COAT, TYP.SAWCUT10"SEE NOTE 2NOTES:1. AFTER AC MILLING, UNSTABLE OR FAILING PCC PAVEMENT MAY EXIST. REPLACEFAILING PCC WITH (N) PCC IN AREAS AUTHORIZED BY THE ENGINEER PRIOR TO ACOVERLAY.2. (N) PCC SHALL BE CLASS II AND BE HIGH EARLY STRENGTH PER SPECIFICATION90-1.01B.3. REMOVE 12" OF (E) MATERIAL AND INSTALL 12" OF CLASS II AGGREGATE BASE,COMPACTED TO 95%.NOT TO SCALECONCRETE BASE REPAIR6SEE NOTE 1MILLED DEPTHSAWCUT(E) AC SURFACE(E) PCC(E) SUBGRADESEE NOTE 36" (N) PCCINSTALL DOWELS PERENG. STD. 6020, NOTE 7NOT TO SCALETYPICAL X-SECTION - LA LOMA CT AND FUNSTON AND LAWTONWIDTH VARIES(SEE PLAN)(SEE NOTE 2)(E) CURB AND GUTTER OREDGE OF PAVEMENT, TYP.REMOVE 6" OF EXISTINGMATERIAL AND REPLACEWITH 6" OF HMA (SEE NOTE 4)℄(E) AGGREGATE BASEVARIES FROM 7-1/2" TO 8"(SEE NOTE 2)NOTES:1. SEE PAVEMENT EVALUATION REPORT FOR EXISTING PAVEMENT CORING INFORMATION.2. PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5%MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3. DEPTH OF EXISTING HMA LAYER VARIES FROMLA LOMA CT: 2-1/4 TO 2-1/2 INCHESFUNSTON AND LAWTON: 6-1/2 TO 8 INCHES4. PLACE 6 INCHES OF NEW HMA IN TWO LIFTS. THE INITIAL LIFT MUST BE 4 INCHES THICK (3/4" AGGREGATE) AND FINALLIFT MUST BE 2 INCHES THICK (1/2" AGGREGATE).5. MILLING AND FILLING WITH THE INITIAL LIFT OF 4 INCHES MUST BE COMPLETED ON THE SAME WORK SHIFT. THE INITIALLIFT OF 4 INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THE PROJECT ROADWAY BEFORETHE NEXT LIFT CAN BE COMPLETED.6. CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT.7. HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.8. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS2DEPTH OF EXISTINGHMA LAYER VARIESFROM 2-1/4" TO 2-1/2"CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32CIVILR EGISTERED P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSPAVEMENT DETAILSD2 2/28/23 Item 2, Attachment 1 HI-VIS CROSSWALK28 LFDETAIL 3963 LFDETAIL 3996 LFHI-VIS CROSSWALK53 LFRR CROSSING SYMBOL70 SQFT, Typ.TYPE IV ARROW15 SQFT, Typ.DETAIL 22184 LFDETAIL 38103BIKE LANE ARROW3.5 SQFTBIKE RIDER SYMBOL7 SQFT, Typ.MATCHLINESEEBELOWN10.5'10.5' 5.0' 19.0'11.0'TYPE I ARROW14 SQFT, Typ.DETAIL 27B513 LFBIKE BUFFERPER DETAIL A, SHEET D1726 LFDETAIL 27B647 LFBIKE BUFFERPER DETAIL A, SHEET D1647 LFDETAIL 32309 LFDETAIL 38, 4.5 LF12" WHITE, 5' O.C., 4 LFDETAIL 38, 4 LF12" WHITE, 5' O.C., 10 LFDETAIL 38, 26 LF12" WHITE, 5' O.C., 35 LFDETAIL 38, 19 LF12" WHITE, 5' O.C., 5 LFCASE 2 BIKE LANE PER DETAIL D SHEET D1148 LF7.5' 6.0' 2.0' 11.0'11.0'11.0' 2.0'6.0' 7.5'CASE 2 BIKE LANE PER DETAIL D SHEET D1112 LFYIELD LINE 5Δ 7.5 SQFT12" WHITE9.5 LFHI-VIS CROSSWALK36 LFHI-VIS CROSSWALK70 LFHI-VIS CROSSWALK55 LFGREEN SEALMASTER COLOR SAFE472 SQFTREFRESH RED CURB56 LF2.0' 6.0'NBIKE LANE ARROW3.5 SQFTBIKE RIDER SYMBOL7 SQFT, Typ.MATCHLINESEEABOVE5.0' 13.5'11.0'11.5'DETAIL 27B438 LF, Cont.BIKE BUFFERPER DETAIL A, SHEET D1726 LF, Cont.DETAIL 27B647 LF, Cont.BIKE BUFFERPER DETAIL A, SHEET D1647 LF, Cont.DETAIL 32438 LF, Cont.DETAIL 22211 LFDETAIL 27B49 LF12" WHITE27 LFTYPE IV ARROW15 SQFT, Typ.CASE 3 BIKE LANE PER DETAIL D SHEET D162 LFHMA SURFACE 12 1/2" DEPTH SEE SHEET D2 SECTION 12.0' 6.0' 7.5'TYPE I ARROW14 SQFT, Typ.6.0'RED CURB107 LFREFRESH RED CURB60 LF0204002040S1CIVILR E GISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FO R NIA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings ORCUTT: 0+00 TO 11+00 2/28/23 Item 2, Attachment 1 BIKE LANE ARROW3.5 SQFTBIKE RIDER SYMBOL7 SQFT, Typ.MATCHLINESEEBELOWN10.0'2.0'6.0'14.0'10.0'2.0'6.0'8.0' 8.0' 6.0' 2.0' 11.0'13.0'11.0' 2.0' 6.0'ROUNDABOUT ARROW29 SQFTDETAIL 27B452 LFBIKE BUFFERPER DETAIL A, SHEET D1453 LFBIKE BUFFERPER DETAIL A, SHEET D1271 LFDETAIL 29314 LF12" YELLOW 45° 20' O.C.CASE 2 BIKE LANE PER DETAIL D SHEET D1100 LFDETAIL 38100 LFDETAIL 22100 LF6.0' 2.0' 11.0'12.5'11.0' 2.0' 6.0' 8.0'N"STOP" LEGEND22 SQFT, Typ.BIKE LANE ARROW3.5 SQFTBIKE RIDER SYMBOL7 SQFT, Typ.MATCHLINESEEABOVE2.0'2.0'11.0'2.0'6.0'13.0'5.0'8.0'CASE 2 BIKE LANE PER DETAIL D SHEET D1100 LFBIKE BUFFERPER DETAIL A, SHEET D1437 LFDETAIL 32311 LFDETAIL 27B281 LFBIKE BUFFERPER DETAIL A, SHEET D1383 LFDETAIL 22100 LF12" WHITE31 LFDETAIL 27B232 LFCASE 3 BIKE LANE PER DETAIL D SHEET D182 LFFOG SEALHMA SURFACE 12 1/2" DEPTH SEE SHEET D2 SECTION 114.0' 6.0' 10.0'10.0' 2.0' 6.0' 8.0'STORM DRAIN IMPROVEMENTSEE SHEET C90204002040S2CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings ORCUTT: 14+80 TO 23+20 2/28/23 Item 2, Attachment 1 7.5'10.0'10.0'16.0'75.5'DETAIL 2976 LF12" YELLOW10' O.C. 45 LFDETAIL 2241.5 LFDETAIL 3839 LFTYPE IV ARROW15 SQFT, Typ.DETAIL 38100 LFDETAIL 2298 LF12" WHITE? O.C.? LFDETAIL 27B250 LFDETAIL 32156 LFMATCHLINESEEBELOWNBULBOUT PERDETAIL C SHEET D114.5'11.0'15.5'10.0'14.5' 11.0'10.0'11.0'10.0'RED CURB137 LFMATCHLINESEESHEET S49.0'146.5'HI-VIS CROSSWALK35.5 LFDETAIL 22105.5 LFDETAIL 38100 LFDETAIL 29146.5 LF12" YELLOW? O.C.? LFDETAIL 27B207.5 LFHI-VIS CROSSWALK45.5 LFBIKE LANE ARROW 3.5 SQFTBIKE RIDER SYMBOL 7 SQFT, Typ.MATCHLINESEEABOVETYPE IV ARROW15 SQFT, Typ.NDETAIL 3850 LFDETAIL 22101 LFMEDIAN PERDETAIL H, SHEET D1441 LFMEDIAN PERDETAIL H, SHEET D142 LFCURB RAMP SEE SHEET C211.0'10.0'11.5'11.5'11.5'HMA SURFACE 12 1/2" DEPTH SEE SHEET D2 SECTION 112" WHITE24 LF43.5'12" WHITE27 LFHI-VIS CROSSWALK45 LFHI-VIS CROSSWALK43.5 LF6.5' 2.0' 10.5'10.5'CASE 2 BIKE LANE PERDETAIL D SHEET D140 LFMEDIAN PER DETAIL H,SHEET D1, 50 LFBIKE BUFFER PERDETAIL A, SHEET D134 LF10.5' 2.0' 6.5'0204002040S3CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings SANTA BARBARA: 100+00 TO 110+50 2/28/23 Item 2, Attachment 1 MATCHLINESEESHEET S3MATCHLINESEEBELOWNMEDIAN PERDETAIL H, SHEET D1441 LF, Cont.DETAIL 29514 LFBIKE BUFFER PERDETAIL A, SHEET D134 LFDETAIL 22100 LFDETAIL 3850 LFTYPE IV ARROW15 SQFT, Typ.HI-VIS CROSSWALK55 LF6.5' 2.0' 10.5' 2.0' 6.5'10.5'10.5'EDGE GRIND690 LFEDGE GRIND713 LFCASE 2 BIKE LANE PERDETAIL D SHEET D140 LFBIKE BUFFER PERDETAIL A, SHEET D1178 LFMEDIAN PERDETAIL H, SHEETD178 LFMEDIAN PERDETAIL H, SHEET D162 LFBIKE BUFFER PERDETAIL A, SHEET D1173 LFBIKE BUFFER PERDETAIL A, SHEET D1197 LFMATCHLINESEESHEET S5MATCHLINESEEABOVEN NTYPE IV ARROW15 SQFT, Typ.BIKE LANE ARROW3.5 SQFTBIKE RIDER SYMBOL7 SQFT, Typ.DETAIL 39132 LFDETAIL 3970 LFDETAIL 22182 LFDETAIL 39182 LFMEDIAN PER DETAIL H, SHEET D1104 LFDETAIL 32319 LFMEDIAN PER DETAIL H, SHEET D124 LFHMA SURFACE 12 1/2" DEPTH SEE SHEET D2 SECTION 1EDGE GRIND559 LFEDGE GRIND761 LFCASE 2 BIKE LANE PERDETAIL D SHEET D1100 LF15.5'10.0'10.0'6.0' 6.5' 2.0' 10.5'10.5'10.5' 2.0' 6.5'BIKE BUFFERPER DETAIL A, SHEET D157 LFMEDIANPER DETAIL H, SHEET D170 LFBIKE BUFFERPER DETAIL A, SHEET D155 LFBIKE BUFFERPER DETAIL A, SHEET D140 LFMEDIAN PERDETAIL H, SHEETD157 LFBIKE BUFFERPER DETAIL A, SHEET D1208 LF0204002040S4CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings SANTA BARBARA: 110+50 TO 120+80 2/28/23 Item 2, Attachment 1 MATCHLINESEESHEET S412" WHITE28 LF12" WHITE31.5 LFBIKE LANE ARROW3.5 SQFTBIKE RIDER SYMBOL7 SQFT, Typ.CASE 2 BIKE LANE PERDETAIL D SHEET D164 LFDETAIL 39148 LFDETAIL 3896 LFDETAIL 855 LFHI-VIS CROSSWALK82 LFDETAIL 24, 242 LF12" YELLOW 45°10' O.C., 32 LF"KEEP" LEGEND24 SQFT, Typ."CLEAR" LEGEND27 SQFT, Typ.NTYPE I 10" ARROW14 SQFT, Typ.TYPE IV ARROW15 SQFT, Typ.DETAIL 2250 LFDETAIL 3850 LFTYPE VIII36 SQFT, Typ.5.0'11.0'16.5'11.0'5.0' 11.0'14.0'5.0' 11.0'11.0'16.5' 5.0'DETAIL 2263 LFGREEN BIKE LANECOATING PER DETAIL D1006 SQFTCASE 3 BIKE LANE PER DETAIL D SHEET D152 LFHMA SURFACE 12 1/2" DEPTH SEE SHEET D2 SECTION 1EDGE GRIND225 LF6.5'2.0'10.5'10.5'10.5'2.0'6.5'MEDIAN PER DETAIL H,SHEET D183 LFMEDIAN PER DETAIL H, SHEET D143 LFBIKE BUFFERPER DETAIL A, SHEET D110 LFDETAIL 39157 LF12" WHITE15 LFREMOVE ANDREPLACE BOTSDOTS118 LFREMOVE ANDREPLACE BOTSDOTS74 LF02040S5CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings SANTA BARBARA: 120+80 TO 124+60 2/28/23 Item 2, Attachment 1 N MATCHLINESEEBELOWDETAIL 39A100 LFDETAIL 3962 LFDETAIL 27B52 LFDETAIL 27B52 LFDETAIL 8751 LFDETAIL 27B767 LFDETAIL 27B918 LFDETAIL 22638 LFDETAIL 8319 LFDETAIL 27B709 LFDETAIL 27B525 LFTYPE VI ARROW42 SQFT, Typ.INSTALL W4-2 SIGN ON(N) 12' PUNCH POSTINSTALL W9-1 SIGN ON(N) 12' PUNCH POST7.0'4.5'10.0'9.5'10.5'10.5'4.5'7.0'6.0'10.0'10.5'11.5'10.0'10.0'5.0'EDGE GRIND171 LFN MATCHLINESEESHEET S7MATCHLINESEEABOVEDETAIL 8751 LF, Cont.DETAIL 27B767 LF, Cont.DETAIL 27B918 LF, Cont.DETAIL 27B709 LF, Cont.DETAIL 27B525 LF, Cont.DETAIL 32204 LFDETAIL 2980 LF12" YELLOW37 LF, 45°BIKE RIDER SYMBOL2 SQFT, Typ.BIKE ARROW3.5 SQFT, Typ.GREEN BIKE LANECOATING PERDETAIL D135 SQFTTYPE IV ARROW15 SQFT, Typ.BIKE BUFFER PERDETAIL A, SHEET D1282 LFDETAIL 32200 LF"SLOW" LEGEND23 SQFT"SCHOOL" LEGEND35 LFBIKE BUFFER PERDETAIL A SHEET D1123 LFDETAIL 27B148 LF"XING" LEGEND21 LFCASE 2 BIKE LANE PER DETAIL D SHEET D1100 LFCASE 3 BIKE LANE PER DETAIL D SHEET D177 LFCASE 2 BIKE LANE PERDETAIL D SHEET D1148 LFTYPE II SLURRY SEAL11.5'14.0'6.5'10.0'10.5'4.5'7.0'EDGE GRIND101 LFEDGE GRIND277 LF0204002040S6CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM.RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings JOHNSON: 200+00 TO 211+40 2/28/23 Item 2, Attachment 1 NMATCHLINESEESHEET S6MATCHLINESEEBELOWDETAIL 22179 LF12" YELLOW 45°10' O.C. 65 LF4" WHITE 81 LF12" WHITE 45°5' O.C. 22 LF(5) FLEX POSTSYIELD LINE 8Δ12 SQFTBIKE RIDER SYMBOL2 SQFT, Typ.BIKE ARROW3.5 SQFT, Typ.GREEN BIKE LANECOATING PER DETAILD137 SQFTGREEN BIKE LANECOATING PER DETAIL D137 SQFTDETAIL 3925 LFHI-VIS CROSSWALK65 LF4" WHITE 93 LF12" WHITE 45°5' O.C. 25 LF(5) FLEX POSTSYIELD LINE 9Δ13.5 SQFTGREEN BIKE LANECOATING PER DETAIL D121 SQFTGREEN BIKE LANECOATING PER DETAIL D100 SQFTDETAIL 3925 LF"SLOW" LEGEND23 SQFT"SCHOOL" LEGEND35 LF"XING" LEGEND21 LFCASE 3 BIKE LANE PER DETAIL D SHEET D142 LFCASE 3 BIKE LANE PER DETAIL D SHEET D152 LFCASE 2 BIKE LANE PER DETAIL D SHEET D1148 LFRRFB SYSTEM, Typ.FLEX CURB 38 LFDETAIL 29148 LF12" YELLOW10' O.C. 36 LFTYPE IV ARROW15 SQFT, Typ.DETAIL 27B219 LFBIKE BUFFER PERDETAIL A, SHEET D1187 LFDETAIL 323294 LFBIKE BUFFER PERDETAIL A, SHEET D11883 LFDETAIL 27B1788 LFGREEN BIKE LANECOATING PER DETAILD149 SQFTRED CURB 25 LFRED CURB 25 LF7.5'5.0'2.0'11.5'10.5'11.5'2.0'5.0'8.0'EDGE GRIND277 LF, Cont.G GADJUST GAS VALVETO ELEVATIONN MATCHLINESEESHEET S8MATCHLINESEEABOVECASE 3 BIKE LANE PER DETAIL D SHEET D187 LFCASE 2 BIKE LANE PER DETAIL D SHEET D188 LFCASE 3 BIKE LANE PER DETAIL D SHEET D192 LFDETAIL 27B361 LFBIKE BUFFER PERDETAIL A, SHEET D1333 LFDETAIL 32467 LFBIKE BUFFER PERDETAIL A, SHEET D11883 LF, Cont.DETAIL 27B1774 LF, Cont.TYPE IV ARROW15 SQFT, Typ.GREEN BIKE LANECOATING PER DETAIL D391 SQFTBIKE RIDER SYMBOL2 SQFT, Typ.BIKE ARROW3.5 SQFT, Typ.W9-1 SIGN ON (N)12' PUNCH POSTTYPE II SLURRY SEAL8.5'6.5'2.0'10.5'10.5'10.5'2.0'6.5'7.0'0204002040S7CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM.RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings JOHNSON: 211+40 TO 222+20 2/28/23 Item 2, Attachment 1 NMATCHLINESEESHEET S7MATCHLINESEEBELOWCASE 2 BIKE LANE PER DETAIL D SHEET D188 LFDETAIL 27B800 LFBIKE BUFFER PERDETAIL A, SHEET D1949 LFDETAIL 32941 LFBIKE BUFFER PERDETAIL A, SHEET D11883 LF, Cont.DETAIL 27B1774 LF, Cont.TYPE IV ARROW15 SQFT, Typ.W4-2 SIGN ON (N)12' PUNCH POST8.5'6.5'2.0'10.5'10.5'10.5'2.0'6.5'7.0'NMATCHLINESEEABOVECASE 3 BIKE LANE PERDETAIL D SHEET D192 LFCASE 3 BIKE LANE PERDETAIL D SHEET D192 LFDETAIL 27B800 LF, Cont.BIKE BUFFER PERDETAIL A, SHEET D1949 LF, Cont.DETAIL 32941 LF, Cont.BIKE BUFFER PERDETAIL A, SHEET D11883 LF, Cont.DETAIL 27B1774 LF, Cont.TYPE IV ARROW15 SQFT, Typ.GREEN BIKE LANECOATING PER DETAIL D181 SQFTBIKE RIDER SYMBOL 2 SQFT, Typ.BIKE ARROW 3.5 SQFT, Typ.GREEN BIKE LANECOATING PER DETAIL D544 SQFTCASE 2 BIKE LANE PERDETAIL D SHEET D188 LFDETAIL 2961 LFDETAIL 3862 LFDETAIL 3950 LFDETAIL 39100 LF12" WHITE58 LFW74 SIGN ON (N)12' PUNCH POSTTYPE II SLURRY SEAL8.5'6.5'2.0'10.5'10.5'10.5'2.0'6.5'7.0'TYPE I ARROW14 SQFTEDGE GRIND80 LF0204002040S8CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM.RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings JOHNSON: 222+20 TO 233+00 2/28/23 Item 2, Attachment 1 HI-VIS CROSSWALK49 LFDETAIL 2283 LFDETAIL 27B50 LFDETAIL 27B50 LFTYPE IV ARROW15 SQFT, Typ.SHARROW SYMBOL11.5 SQFT, Typ.PARKING MARKS, Typ.DETAIL 32363 LFNRRFB SYSTEM, Typ.BLUE CURB (22 LF), INTERNATIONAL SYMBOL OFACCESSIBILITY PAVEMENT MARKING,INSTALL R99 (CA) AND R99B (CA) SIGNS ON EXISTINGSIGN POST PER CALTRANS STD PLAN A90B8.0' 2.0' 10.0'11.0'10.0' 2.0' 8.0'TYPE I 10" ARROW14 SQFT, Typ."25" LEGEND17.5 SQFT, Typ.DETAIL 27B443 LFDETAIL 27B376 LFHI-VIS CROSSWALK51.5 LFMATCHLINESEEABOVEMATCHLINESEESHEET S10CURB RAMP SEE SHEET C4INSTALL "25 MPH"AND R4-11 SIGNSON 14' PUNCH POSTCONCRETE MEDIANPER DETAIL G SHEETD1CASE 3 BIKELANE PER DETAILD SHEET D147 LFREFRESH (E)RED CURBREFRESH (E)RED CURBINSTALL "25 MPH" AND R4-11 SIGNS ON 14' PUNCH POST1-3/4" AC OVER PAVING GRID SEE SHEET D2 SECTION 4FOG SEAL(E) STORM DRAIN CULVERTHI-VIS CROSSWALK51 LFHI-VIS CROSSWALK39 LF12" WHITE 25 LF"MPH" LEGEND19 SQFTTYPE IV ARROW15 SQFT, Typ.SHARROW SYMBOL11.5 SQFT, Typ.PARKING MARKS, Typ.DETAIL 22104 LFBIKE ARROW3.5 SQFTBIKE RIDER SYMBOL7 SQFTDETAIL 27B60 LFDETAIL 27B72 LFDETAIL 27B60 LFHI-VIS CROSSWALK54.5 LFNBLUE CURB (22 LF), INTERNATIONAL SYMBOLOF ACCESSIBILITY PAVEMENT MARKING,INSTALL R99 (CA) AND R99B (CA) SIGNS ONEXISTING SIGN POST PER CALTRANS STDPLAN A90B8.0'1.0'10.0'10.5'10.0'1.0'CONCRETE MEDIANPER DETAIL G SHEET D1RRFB SYSTEM, Typ.HI-VIS CROSSWALK48.5 LFDETAIL 27B322 LFDETAIL 27B320 LF"25" LEGEND17.5 SQFT, Typ.DETAIL 32335 LFTYPE I 10" ARROW14 SQFTGREEN BIKE LANECOATING PER DETAIL D692 SQFTMATCHLINESEEBELOWCURB RAMP SEE SHEET C4CURB RAMP SEE SHEET C4REPLACE SIDEWALK,DRIVEWAY, AND GUTTERSEE SHEET C711.0'6.5'10.0'10.0'11.0'CASE 3 BIKE LANE PER DETAIL D SHEET D142 LFREFRESH (E)RED CURBINSTALL "25 MPH"AND R4-11 SIGNSON 14' PUNCH POSTINSTALL "25 MPH" AND R4-11SIGNS ON 14' PUNCH POST12" WHITE 18 LFRED CURB 25 LFDETAIL 39 50 LF"STOP" LEGEND 22 SQFT GREEN BIKE LANE COATING PER DETAIL D SHEET D1, 140 SQFT(E) STORM DRAIN CULVERT"MPH" LEGEND19 SQFT8.0'02040S9CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings MONTEREY: 300+00 TO 310+1002040 2/28/23 Item 2, Attachment 1 TYPE IV ARROW15 SQFT, Typ.GREEN BACKSHARROW SYMBOL11.5 SQFT, Typ.PARKING MARKS, Typ.NRRFB SYSTEM, Typ.8.0'10.0'10.5'10.0'8.0'"25" LEGEND17.5 SQFT, Typ.DETAIL 32385 LFBLUE CURB (22 LF), INTERNATIONAL SYMBOL OFACCESSIBILITY PAVEMENT MARKING (23 SQFT),INSTALL R99 (CA) AND R99B (CA) SIGNS ON NEWSIGN POST PER CALTRANS STD PLAN A90BHI-VIS CROSSWALK46 LFCONCRETE MEDIAN PERDETAIL G SHEET D1MATCHLINESEESHEET S11REFRESH (E)RED CURBINSTALL "25 MPH" AND R4-11 SIGNS ON 14' PUNCH POSTHI-VIS CROSSWALK43 LFHI-VIS CROSSWALK43 LFCASE 3 BIKE LANE PERDETAIL D SHEET D137 LFREFRESH (E)RED CURBMATCHLINESEEABOVE1-3/4" AC OVER PAVING GRID SEE SHEET D2 SECTION 4RELOCATE STREET SIGNS FROM NWCORNER TO (N) 12" PUNCH POST(E) STORM DRAIN CULVERT"MPH" LEGEND19 SQFTTYPE IV ARROW15 SQFT, Typ.SHARROW SYMBOL11.5 SQFT, Typ.PARKING MARKS, Typ.DETAIL 32358 LFDETAIL 2277 LFDETAIL 27B50 LFDETAIL 27B50 LFHI-VIS CROSSWALK45 LFN8.0'2.0'10.0'10.0'10.0'2.0'8.0'CONCRETE MEDIAN PERDETAIL G SHEET D1HI-VIS CROSSWALK49 LFDETAIL 27B435 LFDETAIL 27B395 LF"25" LEGEND17.5 SQFT, Typ.TYPE I 10" ARROW14 SQFT, Typ.MATCHLINESEESHEET S9CROSS GUTTERSEE SHEET CCROSS GUTTER SEE SHEET CREPLACE SIDEWALK,DRIVEWAY, AND GUTTERSEE SHEET C7REPLACE SIDEWALK,DRIVEWAY, AND GUTTERSEE SHEET C7BLUE CURB (22 LF), INTERNATIONAL SYMBOLOF ACCESSIBILITY PAVEMENT MARKING,INSTALL R99 (CA) AND R99B (CA) SIGNS ONEXISTING SIGN POST PER CALTRANS STDPLAN A90BINSTALL "25 MPH" AND R4-11 SIGNS ON 14' PUNCH POSTINSTALL "25 MPH" AND R4-11 SIGNS ON 14' PUNCH POSTCASE 3 BIKE LANE PER DETAIL D SHEET D142 LFREFRESH (E)RED CURBREFRESH (E)RED CURBMATCHLINESEEBELOW12" WHITE18 LFRED CURB 25 LFDETAIL 39 50 LF"STOP" LEGEND 22 SQFT(E) STORM DRAIN CULVERT12" WHITE 29 LF12" WHITE 30 LF"MPH" LEGEND19 SQFT0204002040S10CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings MONTEREY: 310+10 TO 319+15 2/28/23 Item 2, Attachment 1 10.0'10.5'10.0'5.0'HI-VIS CROSSWALK36.5 LFHI-VIS CROSSWALK36.5 LFDETAIL 27B50 LFCASE 2 BIKE LANE PER DETAIL D SHEET D1100 LFDETAIL 2283 LFDETAIL 39197 LFDETAIL 39184 LFDETAIL 32212 LFCASE 2 BIKE LANE PERDETAIL D SHEET D1100 LF5.0'CASE 2 BIKE LANE PER DETAIL D SHEET D128 LFMATCHLINESEEABOVECURB RAMP SEE SHEET C6STORM DRAIN IMPROVEMENTS SEE SHEET C8CURB RAMP SEE SHEET C6STORM DRAIN IMPROVEMENTS SEE SHEET C8CURB RAMP SEE SHEET C6STORM DRAIN IMPROVEMENTS SEE SHEET C8CURB RAMP SEE SHEET C6STORM DRAIN IMPROVEMENTS SEE SHEET C8CURB RAMP SEE SHEET C5STORM DRAIN IMPROVEMENTS SEE SHEET C8CURB RAMP SEE SHEET C5STORM DRAIN IMPROVEMENTS SEE SHEET C8HI-VIS CROSSWALK37 LFHI-VIS CROSSWALK37 LFCASE 3 BIKE LANE PER DETAIL D SHEET D137 LFCASE 3 BIKE LANE PER DETAIL D SHEET D137 LFCASE 3 BIKE LANE PER DETAIL D SHEET D142 LFEDGE GRIND577 LFEDGE GRIND578 LFREPLACE ELECTRICAL LOOPS ON EASTBOUNDADD CAMERA TO WESTBOUND12" WHITE20.5 LF12" WHITE21 LFTYPE II SLURRY SEALNHMA SURFACE 12 1/2" DEPTH SEE SHEET D2 SECTION 110.0'10.0'10.0'5.5'CASE 2 BIKE LANE PERDETAIL D SHEET D1100 LFTYPE IV ARROW15 SQFT, Typ.DETAIL 39129 LFDETAIL 39133 LFDETAIL 2279 LFDETAIL 27B50 LFCASE 2 BIKE LANE PER DETAIL D SHEET D1100 LFHI-VIS CROSSWALK39.5 LFHI-VIS CROSSWALK46.5 LFDETAIL 2250 LFDETAIL 3850 LFDETAIL 27B50 LFNMATCHLINESEESHEET S10MATCHLINESEEBELOWCURB RAMP SEE SHEET C5STORM DRAIN IMPROVEMENTS SEE SHEET C8CURB RAMP SEE SHEET C5STORM DRAIN IMPROVEMENTS SEE SHEET C8HI-VIS CROSSWALK45.5 LFHI-VIS CROSSWALK38.5 LFCASE 3 BIKE LANE PER DETAIL D SHEET D162 LFCASE 3 BIKE LANE PER DETAIL D SHEET D142 LFCASE 3 BIKE LANE PER DETAIL D SHEET D142 LFEDGE GRIND577 LF, Cont.EDGE GRIND578 LF, Cont.5.0'18.0'10.5'10.0'8.0'12" WHITE25.5 LF12" WHITE 27 LF12" WHITE 21.5 LF12" WHITE 27 LF0204002040S11CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings CALIFORNIA: 316+15 TO 327+00 2/28/23 Item 2, Attachment 1 HI-VIS CROSSWALK39 LFPARKING MARK, Typ.N7.0'25.0'7.0'DETAIL 2250 LF19.5'19.5'DETAIL 2250 LFBLUE CURB (22 LF), INTERNATIONAL SYMBOLOF ACCESSIBILITY PAVEMENT MARKING,INSTALL R99 (CA) AND R99B (CA) SIGNS ONEXISTING SIGN POST PER CALTRANS STDPLAN A90BMATCHLINESEEBELOWCURB RAMP SEE SHEET C3CURB RAMP SEE SHEET C33CURB RAMP SEE SHEET C3CURB RAMP SEE SHEET C3ADD VIDEO DETECTION SYSTEM12" WHITE 19.5 LF40.0'"STOP" LEGEND22 SQFT12" WHITE17 LFNHI-VIS CROSSWALK46.5 LFHI-VIS CROSSWALK46.5 LFDETAIL 2250 LF12" WHITE17 LFHI-VIS CROSSWALK40 LFMATCHLINESEESHEET S13MATCHLINESEEABOVE1-3/4" AC OVER PAVING GRID SEE SHEET D2 SECTION 50204002040S12CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings PALM: 400+00 TO 410+20 2/28/23 Item 2, Attachment 1 12" WHITE17.5 LF"STOP" LEGEND22 SQFT12" WHITE18 LFNHI-VIS CROSSWALK40 LFHI-VIS CROSSWALK40 LFHI-VIS CROSSWALK40 LFHI-VIS CROSSWALK40 LF12" WHITE17 LFDETAIL 2250 LFMATCHLINESEESHEET S121-3/4" AC OVER PAVING GRID SEE SHEET D2 SECTION 520.0'20.0'7.0'10.0'10.0'7.0'NGREEN WAY SYMBOL45.5 SQFT, Typ.MATCHLINESEESHEET S14INSTALL NEIGHBORHOODGREENWAY SIGN ON (N)14' PUNCH POSTINSTALL NEIGHBORHOODGREENWAY SIGN ON (N)14' PUNCH POST02040S13CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings PALM: 410+20 TO 415+20, MORRO: 500+00 to 503+5002040 2/28/23 Item 2, Attachment 1 12" WHITE25.5 LFYIELD LINE3Δ 4.5 SQFTTYPE VIII36 SQFTHI-VIS CROSSWALK34.5 LFDETAIL 224 LFDETAIL 2250 LFPARKING MARKS, Typ.DETAIL 2250 LF31.5'15.5'15.5'GREEN WAY SYMBOL45.5 SQFT, Typ.NMATCHLINESEESHEET S13MATCHLINESEEBELOWREMOVE (E) PEDESTRIAN X-ING SIGNAND ARROW PLAQUE, INSTALLNEIGHBORHOOD GREENWAY SIGN12.0'13.5' 7.0'10.5'10.5'7.0' NTYPE VIII36 SQFTGREEN WAY SYMBOL45.5 SQFT, Typ.DETAIL 2450 LFDETAIL 2103 LFDETAIL 24103 LFDETAIL 27B40 LFTYPE IV ARROW15 SQFT, Typ.HI-VIS CROSSWALK35 LFPARKING MARKS, Typ.MATCHLINESEEABOVEINSTALL NEIGHBORHOODGREENWAY SIGN ON (N)14' PUNCH POST1-3/4" AC OVER PAVING GRID SEE SHEET D2 SECTION 4FOG SEALTYPE I 10" ARROW14 SQFT, Typ.7.0'10.5'10.5'7.0'(E) BRIDGECURB RAMP SEE SHEET C202040S14CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings MORRO: 503+50 TO 510+5002040 2/28/23 Item 2, Attachment 1 YELLOW HI-VIS CROSSWALKSPER CITY STD 7350126 LFDETAIL 2250 LFDETAIL 2127 LFPARKING TEE PERENG. STD. 7410, Typ.MATCHLINESEELEFT12" WHITE19.5 LFBLUE CURB PAINT 22 LF. BLUEPARKING T'S AND ISA SYMBOL PERCALTRANS STD PLAN A24C. INSTALLSIGN R99C ON (N) PUNCH POST.8.0'12.0'11.5'7.5'NTYPE II SLURRY SEAL"STOP" LEGEND22 SQFT12" WHITE22 LFNHMA SURFACE 6" DEPTH SEE SHEET D2 SECTION 2PROTECT IN PLACE (E) PAVERSPROTECT IN PLACE (E) PAVERSPROTECT IN PLACE (E) PAVERSOVERHANGING TREELOW VERTICAL CLEARANCERED CURB 68 LFRED CURB 77 LFHI-VIS CROSSWALK PERCITY STD 7350, 36 LFHI-VIS CROSSWALKPER CITY STD 7350,37 LF6" YELLOW50 LFDETAIL 2259 LFYIELD LINE 4Δ6 SQFTYIELD LINE 5Δ7.5 SQFTREPLACE R1-6 PEDESTRIAN CROSSINGQUICK RELEASE, BACK TO BACK SIGNSMATCHLINESEERIGHTBLUE CURB PAINT 22 LF. BLUE PARKING T'SAND ISA SYMBOL PER CALTRANS STD PLANA24C. INSTALL SIGN R99C ON (N) PUNCH POST.RELOCATE EXISTING SIGNS TO THE EAST ANDINSTALL R1-1 SIGN ON (N) 12' PUNCH POST12" WHITE14 LFRED CURB 34 LFN8.0'12.5'15.5'8.0'12.0'12.5'8.0'PARKING TEE PERENG. STD. 7410, Typ.0204002040S15CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARKHWBHBN1" = 20'FEB 202390346B32G:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings LA LOMA: 600+00 TO 604+20 2/28/23 Item 2, Attachment 1 14' x 14'36' x 12'13' x 11'11' x 4'27' x 8'15' x 26'48' x 14'8' x 8'11' x 8'22' x 5'14' x 13'17' x 6'120' x 10'8' x 8'8' x 4'35' x 4'20' x 6'122' x 6'68' x 4'50' x 10'82' x 8'38' x 12'56' x 14'10' x 4'122' x 6'58' x 14'35' x 8'18' x 18'8' x 6'51' x 12'14' x 9'20' x 9'110' x 6'59' x 18'34' x 10'23' x 14'52' x 6'17' x 8'32' x 6'4' x 8'20' x 6'52' x 6'50' x 14'10' x 8'C1CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARARWBHBN1" = 40'FEB 202390346B32CIVILR EGISTERED P ROFESSIONAL ENGINEERSTATE OF CALI FO R N IA No. C 92258ANT H ONY M. RAMOSJOHNSON SURFACE REPAIR MATCHLINE - SEE BELOWMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEMATCHLINE - SEE ABOVENOTES:APPROXIMATE AREA OF PAVEMENT REPAIR SHOWN ON PLANS. EXACTAREA OF REPAIR WILL BE MARKED BY THE ENGINEER AND VERIFIED BYTHE CONTRACTOR. UTILITY COVERS IF ENCOUNTERED WITHIN REPAIRAREAS MUST BE SQUARELY CUT AND ADJUSTED TO FINISHED SURFACEPER ENG. STD. (BID ITEMS 68 AND 69). CENTERLINE MONUMENTS IFENCOUNTERED WITHIN REPAIR AREAS MUST BE SQUARELY CUT ANDADJUSTED TO FINISHED SURFACE PER ENG. STD. 9020 (BID ITEM 70).LEGEND:LIMITS OF JOHNSON SLURRY SEALLIMITS OF JOHNSON SURFACE REPAIRS04080N040 80N0 4080NJ:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings\Base Repair Plan.dwg 2/28/23 Item 2, Attachment 1 TSTS6.5'2.0'4.0'1.6'6.4'15.2'2.0'1.4' 7.1'6.8'8.0'6.4'RAIL STATIONSANTA BARBARA AVE66423.16%0.24%(8.9%)(2.1%)(1.3%)5.0'(2.9%)239.43 FS239.46 FS238.97 FL238.95 FL240.31 FS(241.21 TC/FS)4240.25 TC239.75 FL(241.07 TC)(240.60 FL)239.80 TC239.30 FL239.33 TC238.71 FL238.88 FL238.78 FL239.36 TC238.42 FL239.37 TC238.37 FL238.31 TC237.61 FL(237.95 TC)(237.36 FL)(238.14 TC/FS)(239.52 FS)(239.53 FS)(239.52 FS)240.81 TC240.03 TC240.02 TC239.97 TC239.47 FS238.90 TC238.40 FS238239239240240(239)(238)(240)(242) (241) (240)(239)(242)(241)(240)(238)N: 2296684.64E: 5768951.04BEGIN CURB AND GUTTERN: 2296646.71E: 5768979.05END CURB AND GUTTER10.6%10.6%5.0%0.5%5.5%5.1%10.2%10.6%12.4%0.5%9.0%0 .5 %1.7%7.1%0.9%1.5%7.5%7.5%1.4%1.5%0.7%1.1%1.5%5.0%4.1%0.2%1.2%0.0%9.7%13.3%(2.0%)5.5%5.2%2.0%2.0%7.4%1.5%0.5%7.1%5.1%1314MONTEREY ST2MONTEREY STMORRO STRETROFIT BLENDED TRANSITION PRIORTO TRUNCATED DOMES INSTALLATIONPER DETAIL 1, THIS SHEET(212)(212)051002040CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARARWBHBN1" = 5'FEB 202390346B32CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 92258ANT H ONYM. RAMOSSANTA BARBARA AND UPHAM / MONTEREY AND MORRO CURB RAMP IMPROVEMENTSC2NN BASIS OF BEARINGSMEASURED BEARINGS SHOWN HEREON ARE BASED ON FIELD OBSERVEDTIES TO THE CITY OF SNA LUIS OBISPO HORIZONTAL CONTROL NETWORK,NAD83(92) (1991.35) CA-Z5 (REV. JANUARY 2007), HOLDING A FOUND 3" BRASSDISK IN CONCRETE STAMPED "LS 5201" (POINT #8011) AND A FOUND PIN INCONCRETE (POINT #8078), PER A GPS SURVEY ON SEPTEMBER 28, 2022.ELEVATIONS SHOWN HEREON ARE BASED ON FIELD OBSERVED TIES TO THECITY OF SAN LUIS OBISPO VERTICAL BENCH MARK SYSTEM, NAVD88 (REV.AUGUST 2022).BENCHMARKPALM, MORRO, SANTA BARBARA - SURVEY NOTES (SHEETS C2 - C3)CURB RAMP GENERAL NOTES1. CONSTRUCT CURB RAMP PER CITY ENG. STD. 44402. CONSTRUCT SIDEWALK, CURB AND GUTTER PER CITY ENG. STD. 4110 & 4030.3. CONSTRUCT CROSS GUTTER PER CITY ENG. STD. 4310.4. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION ITMUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OFVEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION. REFER TO CITYSTANDARD SPECIFICATIONS SECTION 77-1.03A FOR ADDITIONAL REQUIREMENTS.5. RELOCATE INTERFERING PORTION OF IRRIGATION TO THE BACK OF WALK.6. CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE RED PAINT CAN BEAPPLIED.7. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERINGSTANDARD 4910.CONSTRUCTION NOTES (SHEETS C2 - C3)REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTINGSIGNS TO BE RE-INSTALLEDINSTALL TRUNCATED DOMES (3' DEPTH TYP.) PER ENG. STD. 4440RESET BENCHMARK PER SECTION 5-1.26REPLACE UTILITY BOX AND ADJUST TO FINISHED SURFACEADJUST MANHOLE/ VALVE COVER TO FINISHED SURFACEPROTECT (E) TRAFFIC SIGNALPROTECT (E) GUY WIREPROTECT (E) ELECTRICAL EQUIPMENT ENCLOSUREREPLACE (E) 3" UNDERDRAIN PER ENG. STD. 3415PROTECT (E) FIRE HYDRANTPROTECT (E) WALLMISSION STYLE CONCRETE PER ENG STD 4220CONCRETE PAVER SIDEWALK PER ENG. STD. 4150REPLACE DAMAGED LOOP DETECTOR STATE STANDARD ES-5B. DAMAGED LOOP DETECTORS MUSTBE REPLACED WITHIN 72 HOURS PER CALTRANS SPECIFICATIONS.1234567891011(N) FLUSHTRANSITIONBEVEL GRIND CURBREMOVE (E) MISSION TILES AND FILLVOIDS WITH MORTAR PER NOTE 1, FLUSHWITH FINISHED SURFACEWHERE GROOVES EXIST, REMOVE GROOVES BY SCARIFYING ORGRINDING CONCRETE A MINIMUM OF 1 INCH DEEP MEASUREDFROM SURFACE. FILL DEPRESSION WITH MORTAR PER NOTE 1,FLUSH WITH FINISHED SURFACE.(E) SLOPE1. MORTAR SHALL BE 5,000 PSI MINIMUM, SAKRETE FAST SETTINGCEMENT PATCHER OR APPROVED EQUAL BONDING AGENT SHALLBE APPLIED TO (E) CONCRETE PRIOR TO MORTAR APPLICATION,SAKRETE CONCRETE BONDER AND FORTIFIER OR APPROVEDEQUAL.NOTES(E) PAVEMENTNOT TO SCALECURB RAMP RETROFIT DETAIL1121314J:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings\Curb Ramps 1.dwg 2/28/23 Item 2, Attachment 1 ECATVTELETELCATVEE(2.2%)7.4 ' 11 . 1 '5.0'661111444PALM STSANTA ROSA ST253 2532 5 2 2 5 1250 (2 5 4 ) (2 5 3 ) (2 5 2 ) ( 2 5 1 ) (250 )(251)(252)(253 )(251)252.83 TC252.33 FL252.32 FL252.33 FL252.71 TC252.55 FL253.54 TC253.04 FL(253.71 TC)(253.25 FL)(252.68 TC)(252.19 FL)252.93 TC(252.86 FS)252.43 FS252.93 FS252.93 TC252.00 FL250.91 FL253.70 TC253.65 FS(253.88 FS)7.2'11.2'5.1'4410(251.54 FS)(250.03 FS)(250.03 TC)(249.59 FL)250.62 TC250.45 FL251.40 TC251.00 FL(251.51 TC)(251.04 FL)250.85 FL251.00 FL250.67 FS251.42 FS250.96 FL910.5'10.5'MISSION STYLE SW LIMITSPER ENG STD 422012121212250.90 FS252.22 FS252.17 FL250.84 FL252.28 FL250.87 FL12251.46 FL251.51 FS251.51 FS252.06 FS252.06 FSN: 2300048.89E: 5767690.81END CURB AND GUTTERN: 2300010.16E: 5767704.96END CURB AND GUTTERN: 2299977.30E: 5767703.01BEGIN CURB AND GUTTERN: 2300058.19E: 5767648.13BEGIN CURB AND GUTTER(2.3%)(0.7%)(1.8%)(1.2%)(3.8%) (3.3%) (0.3%)(0.0%)ABANDON (E) LOOPDETECTORS IN PLACE1.8%0.5%1.0%1.0%1.0%1.5%1.5%7.0%7.5%7.5%7.5% 7 .4 %7.4%1.5%1.4%0.1%4. 5 %0.2%2.0%4.8%0.7%3.0%2.7%2.9%2.0%4 .3 % 0.3%6.4%5.8%5.8% 5.3% 7.9%0.6%1.5%0.5% 1 .3 %1.0%3.9%0.8%0.2%5.5%2.1%1.0%0.5%2.9%2.0%0.8%2.0%7.9% 4.6% 4.3%7.2%4.2%0.0%2.0%2.0%2.0%2.0%2.9%2.0%2.0%2.2%3.6%5.0'1.5'7.9'16.0'7.2'21.7'7.0'15.0'7.8'1.5'5.0'9.9'1.5'6.0'15.2'5.6'11.2'10.0'5.1'11.1'5.0'12.0'6.0'1.5'6.0'3.0'4.5'4.5'6.9'3.0'18.5'18.5'1.5'1.5'6.0'3.5'ETSTSTELECATVE4.2'2' GUTTER9.6'3.1'6.2'7.9'64441PALM STSANTA ROSA ST250250250249 249(249)(250)(250)(249)(249)(250)(251)(249.79 FS)(248.93 FS)250.00 FS250.04 FS249.97 FS249.52 FS249.13 FS(249.66 TC)(249.19 FL)249.93 TC249.43 FL250.07 TC249.57 FL249.89 TC249.39 FL249.29 TC248.70 FL(248.67 TC)(247.95 FL)249.88 FS249.94 FS249.68 FL249.62 FL441212N: 2299939.06E: 5767618.83BEGIN CURB AND GUTTERN: 2299930.97E: 5767659.79END CURB AND GUTTER(1.4%)(2.5%)(2.9%)1.5%1.5%1.5%1.5%4.5%4.5%6.3%8.9%6.3%6.3%6.3%8.1%7.2%7.2%1.7%1.7%1.7%0.5%1.4%2.8%2.6%2.0%0.7%1.5%8.2%8.2%4.1%1.5%2.6%7.5%7.5%14.1' TRANSITION12.7' TRANSITION10.0'4.0'1.5'10.3'5.4'4.2'5.5'4.7'5.0'10.1'1.5'4.0'6.3'3.0'4.2'4.8'5.0'9.5'TSETEL11.4'2' GUTTER7.0' TRANSITION5.3' TRANSITION45461021111PALM STSANTA ROSA ST252252253253(251)(251)(252)(253)(254)(253)(254)252.60 TC252.14 FS251.91 FS(251.52 TC)(250.85 FL)251.71 TC251.22 FL251.99 TC251.78 FL252.48 FL252.64 FL252.91 TC252.69 FL253.13 TC252.80 FL1(253.66 TC)(253.15 FL)(253.79 FS)(253.52 FS)253.46 TC252.96 FL253.19 TC253.22 FS(251.76 FS)252.60 FS252.99 FS253.58 FS253.58 TC253.43 TC9MISSION STYLE SW LIMITSPER ENG STD 42201212N: 2299980.35E: 5767590.26BEGIN CURB AND GUTTERN: 2300025.46E: 5767593.01END CURB AND GUTTER(3.5%)(1.7%)(2.4%)1.5%0.5%0.0%1.2%1.5%3.2%4.3%5.2%4.6%4.6%7.5%1.4%1.4%1.0%2.1%2.1%4.3%10.0%6.8%7.3%3.7%1.5%2.4%7.3%3.7%3.0%7.0%3.0%4.5%4.5%19.4'5.0'7.6'9.9'4.7'18.0'12.9'7.9'1.6'2.0'9.0'2.7%(2.7%)2.5%2.4%0510CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARARWBHBN1" = 5'FEB 202390346B32CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR NIA No. C 92258ANT H ONYM. RAMOSPALM AND SANTA ROSA CURB RAMP IMPROVEMENTSC3NJ:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings\Curb Ramps 1.dwg 2/28/23 Item 2, Attachment 1 223.58SDMH223.40TC JNT222.77CFFL222.66CFFL@SD INLET222.53CFFL@SD INLET223.41TC222.96GTR223.10GTR223.40AC223.71AC223.24AC223.49AC223.64AC223.53AC223.4424IN TREE223.45TC222.66CFFL222.93GTR223.21AC223.48AC223.67AC223.69AC223.50AC223.31AC223.15COM PB222.91GTR222.75CFFL223.54TC223.60SW@BK CRB LIFTED223.41SW@BK CRB223.76CNC SD STRCTR AP223.72CNC SD STRCTR AP223.89CNC POL LIFTED224.01CNC AP223.94CNC AP223.86CNC224.17BW224.42AC224.47AC224.30BW224.36BW224.71AC224.75SGN224.49LS224.71BW224.62CNC224.63SDMH224.50TC224.32TC223.55CFFL@SD INLET224.04CFFL@SD INLET224.82TX/GB224.28SGN224.274-SGN224.31BW AP224.17RMP224.01RMP223.79SDMH223.90TX223.69CFFL223.82CFFL224.09TC224.12JNT@BK CRB224.24JNT223.51TX223.12CFFL223.24GTR223.45AC223.62AC223.78AC223.83AC223.63AC223.49AC223.45AC223.48AC223.47AC223.57AC223.53AC223.65AC223.81AC223.47SMH223.85AC223.87AC223.82AC223.64AC223.66AC223.69GTR223.54GTR223.43GTR223.39GTR223.35GTR EC223.59GTR BC223.58CFFL223.72TC BC223.53BX223.40BX223.44CFFL/TC223.31CFFL223.45TC EC224.08AC224.14AC224.60AC224.37AC224.78AC225.03AC225.10AC224.66AC224.50GTR BGN224.35CFFL/BX224.94GB225.04GB225.33BW@DW225.38AC224.02AC224.33AC225.19CNC GB221.75BTM219.75BTM221.40BTM225.34AC224.62AC223.97AC223.64AC223.57AC223.63WV223.58SDMH223.40TC JNT222.77CFFL222.66CFFL@SD INLET222.53CFFL@SD INLET223.41TC222.96GTR223.10GTR223.40AC223.71AC223.24AC223.49AC223.64AC223.53AC223.4424IN TREE223.45TC222.66CFFL222.93GTR223.21AC223.48AC223.67AC223.69AC223.50AC223.31AC223.15COM PB222.91GTR222.75CFFL223.54TC223.60SW@BK CRB LIFTED223.41SW@BK CRB223.76CNC SD STRCTR AP223.72CNC SD STRCTR AP223.89CNC POL LIFTED224.01CNC AP223.94CNC AP223.86CNC224.17BW224.42AC224.47AC224.30BW224.36BW224.71AC224.75SGN224.49LS224.71BW224.62CNC224.63SDMH224.50TC224.32TC223.55CFFL@SD INLET224.04CFFL@SD INLET224.82TX/GB224.28SGN224.274-SGN224.31BW AP224.17RMP224.01RMP223.79SDMH223.90TX223.69CFFL223.82CFFL224.09TC224.12JNT@BK CRB224.24JNT223.51TX223.12CFFL223.24GTR223.45AC223.62AC223.78AC223.83AC223.63AC223.49AC223.45AC223.48AC223.47AC223.57AC223.53AC223.65AC223.81AC223.47SMH223.85AC223.87AC223.82AC223.64AC223.66AC223.69GTR223.54GTR223.43GTR223.39GTR223.35GTR EC223.59GTR BC223.58CFFL223.72TC BC223.53BX223.40BX223.44CFFL/TC223.31CFFL223.45TC EC224.08AC224.14AC224.60AC224.37AC224.78AC225.03AC225.10AC224.66AC224.50GTR BGN224.35CFFL/BX224.94GB225.04GB225.33BW@DW225.38AC224.02AC224.33AC225.19CNC GB221.75BTM219.75BTM221.40BTM225.34AC224.62AC223.97AC223.64AC223.57AC223.63WV223.82AC224.06AC223.89AC224.13AC224.05AC224.05AC224.07AC224.05AC224.02AC225.72WV225.63AC224.80AC224.94ST224.90AC224.33AC224.36ST224.24AC223.58AC223.96AC223.80AC223.54AC223.69AC223.87AC224.08ACSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTTTTTTTTTTS D S D S D S D S D S D S D S D S D S D S D S D S D SD 122193PROTECT (E)LIGHT POLE(N) 16 LF REDCURB PAINT(N) 12 LF REDCURB PAINTR=10'1518REMOVE INTERFERING PORTIONOF (E) CONCRETE BOX DRAIN2120STATION 1+52.08INV 220.00CONNECT TO (E) SDCULVERT4.5%(7.0%)(6.2%)1.4%1.5%1.5%0.1%0.5%0.5%1.5%7.5%1.5%1.5%1.5%10.5%4.5%0.2%7.0%3.8%4.3%7.5%8.3%15.0%11.8%9.0%1.5%1.5%15.2%9.0%TORO STMONTEREY ST10.1'5.0'10.7'8.7'3.0'4.0'6.0'2.0'4.0'3.0'6.3'4.3'6.3'5.0'2.0'4.0'4.2'5.1'5.0'2.4'3.0'4.2'(224.17 TC/FS)(223.54 TC)(222.75 FL)(224.35 FL)(225.33 FS)225.06 TC/FS224.30 TC223.75 FS224.31 TC223.73 FS223.70 FS223.77 FS223.70 FS223.64 FS223.61 TC222.73 FL223.60 TC222.69 FL223.60 TC222.77 FL223.08 FS223.16 FS223.38 FL223.44 FL223.87 TC223.69 FL224.16 TC223.33 FL224.91 TC224.08 FL225.00 FS(E)8" PVC WATER (2009)(E) CITY COMM(E)8" PVC SEWER(E)6" VCP SEWERSTA 1+16.86(N) DI-2RIM = 223.63'STA 1+00.00(N) DI-1RIM = 224.57'(N) 34' - 14" DIP5.8'5.8' 3. 2 5 ' X 4 . 5 ' C O N C R E T E B O X C U L V E R T 1.5'1.5'1223.39TC EC222.96CFFL223.06AC223.28AC223.53COM PB223.62CNC223.79BW AP223.81FD 5/8RBR/CAP LS5702223.79BW JNT223.67RMP223.72RMP223.69BW223.52CNC223.30TC222.94CFFL223.00AC223.23AC223.7812IN PALM223.63BW223.49CNC223.25TC222.86CFL222.94AC223.16AC223.27SGN223.15TC222.79CFFL222.88AC223.10AC223.10TX222.73CFFL222.83AC223.08AC223.40CNC223.59BW223.62NG223.60NG223.64FD BM254223.66TC BC JNT223.06CFFL223.20GTR END223.51AC223.69AC223.59TX223.10CFFL223.35AC223.59AC223.63AC223.18AC223.68TC222.89CFFL@SD INLET222.87CFFL@SD INLET223.72TC223.75SDMH223.69LS223.33GTR AP223.48AC223.40GTR223.08BX223.00BX223.00CFFL/TC223.10CNC BC223.10CNC POC223.09CNC POC223.02CNC EC223.09AC223.30AC223.32AC223.11AC223.36AC223.63AC223.45AC223.39AC223.42AC223.37TX222.93CFFL222.92CFFL/CNC POL223.39TC223.10CFFL/CNC POL223.62TC223.86BW223.93223.69CL TILE223.39TC EC222.96CFFL223.06AC223.28AC223.53COM PB223.62CNC223.79BW AP223.81FD 5/8RBR/CAP LS5702223.79BW JNT223.67RMP223.72RMP223.69BW223.52CNC223.30TC222.94CFFL223.00AC223.23AC223.7812IN PALM223.63BW223.49CNC223.25TC222.86CFL222.94AC223.16AC223.27SGN223.15TC222.79CFFL222.88AC223.10AC223.10TX222.73CFFL222.83AC223.08AC223.40CNC223.59BW223.62NG223.60NG223.64FD BM254223.66TC BC JNT223.06CFFL223.20GTR END223.51AC223.69AC223.59TX223.10CFFL223.35AC223.59AC223.63AC223.18AC223.68TC222.89CFFL@SD INLET222.87CFFL@SD INLET223.72TC223.75SDMH223.69LS223.33GTR AP223.48AC223.40GTR223.08BX223.00BX223.00CFFL/TC223.10CNC BC223.10CNC POC223.09CNC POC223.02CNC EC223.09AC223.30AC223.32AC223.11AC223.36AC223.63AC223.45AC223.39AC223.42AC223.37TX222.93CFFL222.92CFFL/CNC POL223.39TC223.10CFFL/CNC POL223.62TC223.86BW223.93223.69CL TILE223.42AC223.26AC223.88AC223.61AC223.31ACSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSD223.72TC223.40LIP222.82SDDI B78(N) 12 LF REDCURB PAINTR=10'(1.3%)(1.3%)1.5%1.8%1.8%1.8%7.5%0.5%2.0%2.0%6.2%0.5%3.6%5.7%1.1%1.1%1.5%5.0%1.8%1.5%1.0%(3.8%)6.4%2.6%61.7'9.9'7.2'5.0'9.9'1.5'4.0'4.0'1.8'4.2'2' GTR6.8'5.0'5.6'3.0'(223.66 TC)(223.06 FL)(223.25 TC)(222.86 FL)(223.68 FS)(223.79 FS)223.50 TC222.91 FL223.61 TC222.98 FL223.32 FL223.34 FL223.62 TC223.12 FLMONTEREY STTORO ST(E) 48" RCP(E) 2" GAS(E) 6" VCP SEWER5.1'TRANSITION5.1'TRANSITION224.70GTR AP224.81TILE224.83BW224.78CNC224.75TC224.25GTR224.44AC224.39CFFL@SD INLET223.38CFFL@SD INLET224.17TC EC223.41CFFL223.70GTR223.79AC223.97224.43AC223.88AC223.78CNC224.33SDMH224.22JNT224.27BW AP/JNT224.37BW/TILE AP224.29TILE AP224.29BW/JNT224.34BW/JNT224.31TILE POL GB224.40TILE POL224.65TILE POL224.93TILE AP224.96TILE AP224.52CNC224.95RAIL AP224.92RAIL AP224.45BW AP224.37TREE BOX AP224.39BW224.35END HAND RAIL224.91TILE225.01TILE224.59TILE224.15TC223.53CFFL223.42FL223.56GTR223.82AC224.04AC224.14AC223.52TG AP223.41TG AP223.35TG AP223.46TG AP223.43FL223.36FL223.53CFFL223.49CFFL224.11TC224.11TC AP223.50CFFL223.36FL223.53GTR223.53GTR223.63AC223.62AC223.82AC223.97AC224.08AC223.52GTR223.65AC223.34FL223.45CFFL224.10TC224.14TC/JNT223.39CFFL223.32FL223.35TG AP223.40TG AP223.61TG AP223.54TG AP/CFFL223.64CFFL224.11TX BC223.75AC223.92AC224.10AC223.90AC223.63AC223.45GTR223.61GTR DYLT224.08AC223.76AC223.82CFFL/TC223.83BX223.85BX223.78AC223.81AC224.00AC223.91AC223.70GTR BGN223.81CFFL224.05TX224.14RMP224.19RMP223.66AC223.70AC223.69AC223.75AC223.64AC223.57AC223.59AC224.70GTR AP224.81TILE224.83BW224.78CNC224.75TC224.25GTR224.44AC224.39CFFL@SD INLET223.38CFFL@SD INLET224.17TC EC223.41CFFL223.70GTR223.79AC223.97224.43AC223.88AC223.78CNC224.33SDMH224.22JNT224.27BW AP/JNT224.37BW/TILE AP224.29TILE AP224.29BW/JNT224.34BW/JNT224.31TILE POL GB224.40TILE POL224.65TILE POL224.93TILE AP224.96TILE AP224.52CNC224.95RAIL AP224.92RAIL AP224.45BW AP224.37TREE BOX AP224.39BW224.35END HAND RAIL224.91TILE225.01TILE224.59TILE224.15TC223.53CFFL223.42FL223.56GTR223.82AC224.04AC224.14AC223.52TG AP223.41TG AP223.35TG AP223.46TG AP223.43FL223.36FL223.53CFFL223.49CFFL224.11TC224.11TC AP223.50CFFL223.36FL223.53GTR223.53GTR223.63AC223.62AC223.82AC223.97AC224.08AC223.52GTR223.65AC223.34FL223.45CFFL224.10TC224.14TC/JNT223.39CFFL223.32FL223.35TG AP223.40TG AP223.61TG AP223.54TG AP/CFFL223.64CFFL224.11TX BC223.75AC223.92AC224.10AC223.90AC223.63AC223.45GTR223.61GTR DYLT224.08AC223.76AC223.82CFFL/TC223.83BX223.85BX223.78AC223.81AC224.00AC223.91AC223.70GTR BGN223.81CFFL224.05TX224.14RMP224.19RMP223.66AC223.70AC223.69AC223.75AC223.64AC223.57AC223.59AC224.37AC224.06AC223.78AC224.19AC223.95AC224.34AC224.29ACSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDTTTTTTTTTTTTTTTSDSDSDSDSDSDSD SDSD 55PROTECT(E) DI(N) 12 LF REDCURB PAINTR=10'1.2%(1.0%)0.5%7.5% 2.0 %2.2%0.5%6.0%1.5%0.8%1.5%1.6%5.2%8.0%2.0'10.0'3.0 ' 4.9'4.2'(224.27 FS)(224.17 TC)(223.41 FL)(224.34 FS)(224.39 FS)(224.11 TC)(223.49 FL)224.20 TC223.39 FL223.82 FL223.84 FL224.19 FS224.21 FSTORO ST MONTEREY ST2.5'X5.8' STONE CULVERT (E) 3'X8' CONCRETE BOX CULVERT(E) CITY COMM5.3'5.3'(3.1%)1.7%6.0'6.0'9.1'(224.13 TC)(223.70 FL)1.2%PROTECT (E) BOXCULVERT2.0'9.5'PROTECT (E)TILES(3 FT X 1.9 FT)(2.85 FT X 2 FT)2192202212222232242252262192202212222232242252260+90 0+95 1+00 1+05 1+10 1+15 1+20 1+25 1+30 1+35 1+40 1+45 1+50 1+55 1+60(E) 8" PVC SEWERCONNECT TO (E) SD CULVERTPER DETAIL B, SHEET C8INV = 220.0'(E) CITY COMM.DUCT BANK(N) 15' - 14" DIP, S = 2.00%BY OPEN TRENCHING(N) 34' - 14" DIP, S = 2.00%BY OPEN TRENCHINGAC/PCC PAVEMENT RESTORATION PER ENG. STD. 4110 & 60201 SACK SLURRY BACKFILL PER ENG. STD. 6020STA. 1+00.00(N) DI-1RIM = 224.6'14" OUT 221.0' (S)STA. 1+16.86(N) DI-2RIM = 223.6'14" IN 220.7' (N)14" OUT 220.7' (E)CONSTRUCTION NOTES (SHEETS C4 - C8)REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLEDREMOVE EXISTING AND INSTALL CATCH BASIN PER ENG. STD. 3350INSTALL TREE WELL PER ENG. STD. 8130. FRAME AND GRATE NOT REQUIREDREMOVE EXISTING AND INSTALL (N) 3'X2' CATCH BASIN PER CALTRANS STD. D72E (TYPE GO). FRAME AND GRATES PERCALTRANS STD. D77B (TYPE 24-10S)PROTECT (E) DRAINAGE INLET. REPLACE GRATES PER CALTRANS STD. D77B (TYPE 24-10S). GRATES MUST BE CUT TO EXACTDIMENSIONS SHOWN ON PLANSRESET BENCHMARK PER SECTION 5-1.26RESET MONUMENT PER SECTION 5-1.26ADJUST UTILITY BOX/COVER TO FINISHED SURFACEADJUST MANHOLE/VALVE COVER TO FINISHED SURFACE PER ENG. STD. 6040PROTECT (E) TRAFFIC SIGNALREPLACE DRIVEWAY PER ENG. STD. 2110INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3530PROTECT (E) ELECTRICAL EQUIPMENT ENCLOSUREREPLACE (E) 4" UNDERDRAIN PER ENG. STD. 3415REMOVE (E) STREET NAME SIGN POST AND INSTALL (E) STREET NAME SIGNS ON TOP OF THE STOP SIGNINSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEARANCE BETWEEN UNDERSIDE OF FLANGE AND SIDEWALKSURFACE PER CITY STD. 6310.PROTECT EXISTING POWER POLEREMOVE (E) AND INSTALL NEW COMMUNICATION MANHOLE PER ENG. STD. 9030REMOVE (E) STORM DRAIN MANHOLEREMOVE (E) SD PIPEREMOVE (E) RECTANGULAR CONCRETE BOXABANDON (E) TRAFFIC SIGNAL DETECTOR BOX12345678910111213141516171819202122LEGEND(N) MISSION STYLE CONCRETE PERENG. STD. 4220REMOVE AND REPLACE AC/PCCPAVEMENT PER ENG. STD. 4110, 602012-1/2" INCH FULL DEPTH ACREPLACEMENT PER ENG STD. 4110.(E) LANDSCAPING (SEE GENERAL NOTES 3&4, SHEET C4)RE-GRADE TO MATCH NEW GRADETRUNCATED DOMES(N) CONCRETERESET (E) PAVERSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHN1" = 5'MONTEREY AND TORO CURB RAMP IMPROVEMENTS ARTERIALS 2023 HNMGBNFEB 202390346B32APPROVED: [Mo Day, Yr]C40SCALE IN FEET510NBASIS OF BEARINGSCOORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATE SYSTEM NAD83, ZONE 5, US SURVEY FEET, AS DETERMINED BY GPS OBSERVATIONS ONPOINTS 8035 AND 8201 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007), BEING S85°40'17"E.THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 237 AS SHOWN ON THE CITY OF SAN LUIS OBISPO"BENCHMARK SYSTEM" (AUGUST 2020) HAVING PUBLISHED ELEVATION OF 258.50'.BENCHMARKMONTEREY AND CALIFORNIA - SURVEY NOTES (SHEETS C4 - C8)CURB RAMP GENERAL NOTES1. CONSTRUCT CURB RAMP PER CITY ENG. STD. 44402. CONSTRUCT SIDEWALK, CURB AND GUTTER PER CITY ENG. STD. 4110 & 4030.3. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THEREMAINING IN AN ATTRACTIVE CONDITION. REFER TO CITY STANDARD SPECIFICATIONS SECTION 77-1.03A FOR ADDITIONAL REQUIREMENTS.4. RELOCATE INTERFERING PORTION OF IRRIGATION TO THE BACK OF WALK.5. CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE RED PAINT CAN BE APPLIED.6. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.7. CONTRACTOR MUST COORDINATE WITH UTILITY COMPANIES TO ADJUST UTILITY BOXES/COVERS TO FINISHED SURFACE6" INCH FULL DEPTH ACREPLACEMENT PER ENG STD. 4110.2/28/23 Item 2, Attachment 1 258.50FD BM CA/PALM258.51CK 51258.43TC JNT257.75CFFL257.92GTR258.19AC258.50AC258.59BW JNT258.65NG258.17NG258.08BW POC JNT257.72TC BC JNT257.06CFFL257.21GTR257.31AC257.38AC257.56AC257.80AC257.89AC258.13AC257.67GTR257.80GTR257.71CFFL258.35TC EC257.92TC257.26CFFL257.36GTR258.214-SGN257.71SGN258.19BW POC258.32BW EC259.17NG259.11BW JNT258.90TC258.22CFFL258.29GTR258.55AC258.83AC259.68NG259.63BW259.36TC258.67CFFL258.71GTR259.00AC259.25AC260.13BW259.80TC@CRACK259.13CFFL259.18GTR@CRACK259.42AC259.68AC260.65BW260.43TC259.73CFFL259.79GTR260.02AC260.27AC257.46BW257.32TC256.66CFFL256.82GTR257.01AC257.12257.34GM257.34GM257.35GM257.58BW257.38TC256.74CFFL256.85CFFL257.49TC JNT257.70BW257.83NG257.90NG257.85BW257.98BW BC257.61TC257.00CFFL257.20GTR257.31AC257.26AC256.87GTR257.10GTR258.50FD BM CA/PALM258.43TC JNT257.75CFFL257.92GTR258.19AC258.50AC258.59BW JNT258.65NG258.17NG258.08BW POC JNT257.72TC BC JNT257.06CFFL257.21GTR257.31AC257.38AC257.56AC257.80AC257.89AC258.13AC257.67GTR257.80GTR257.71CFFL258.35TC EC257.92TC257.26CFFL257.36GTR258.214-SGN257.71SGN258.19BW POC258.32BW EC259.17NG259.11BW JNT258.90TC258.22CFFL258.29GTR258.55AC258.83AC259.68NG259.63BW259.36TC258.67CFFL258.71GTR259.00AC259.25AC260.13BW259.80TC@CRACK259.13CFFL259.18GTR@CRACK259.42AC259.68AC260.65BW260.43TC259.73CFFL259.79GTR260.02AC260.27AC257.46BW257.32TC256.66CFFL256.82GTR257.01AC257.12257.34GM257.34GM257.35GM257.58BW257.38TC256.74CFFL256.85CFFL257.49TC JNT257.70BW257.83NG257.90NG257.85BW257.98BW BC257.61TC257.00CFFL257.20GTR257.31AC257.26AC256.87GTR257.10GTR257.32SB256.93AC257.20TC256.57FL257.37BWWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAW6151R=10'1.5%10.4%(3.7%)7.6%4.5%7.5%1.5%1.5%4. 5 %1.5%4.4%5.3%8.1%12.9%1.5%11.1% 14.0%10.6%1.5%1.0%(3.5%)3.0%5.6%1.5%2.5%9.3%3.0%1.0%1.0%2.5%3.1%1.0%4.5%9.3%9.3% CALIFORNIA BLVD 5.9'1.5'4.0'5.0'15.0'8.3'4.2'5.0'6.0'1.5'4.0'4.2'2' GTR16.9'5.0'(260.43 TC)(259.73 FL)260.13 TC/FS(260.65 FS)258.59 TC258.00 FS258.10 TC257.71 FS257.75 FS257.69 FS257.85 TC/FS(257.70 FS)(257.49 TC)(256.85 FL)257.77 TC257.00 FL257.66 TC257.04 FL257.62 TC257.06 FL257.36 FL257.43 FL257.89 TC257.69 FL260.05 TC259.26 FL3.0'4.2'PALM ST1.5'1.5'1.6'4.4'5.0'5.7'TRANSITION5.7'TRANSITION(E)ABANDONED 16" CI WATER256.78BW256.95AC256.69AC256.06TC255.94CFFL256.06GTR256.32AC256.56AC256.78AC256.43AC256.27GTR256.15CFFL256.78TX EC256.25BX256.11CFFL256.22GTR256.37AC256.74AC256.68AC256.35AC256.12GTR256.00CFFL256.12TC256.82BW256.99AC256.73AC256.61AC256.88AC256.85BW JNT256.74PAVERS/EP256.41PAVERS/EP256.12PAVERS/EP256.38AC256.49AC256.29LS 24IN DIA BASE256.36BW256.58BW AP256.15TC BC255.56CFFL255.69GTR255.84AC255.88AC256.07TC255.49CFFL255.55GTR255.65AC255.71AC255.97TC@CRACK255.37CFFL255.46GTR@CRACK255.86TC255.26CFFL255.34GTR255.43AC255.45AC256.07BW255.79FH255.45BW255.69BW255.41PAVERS/EP255.69AC255.95AC255.33TC JNT254.70CFFL254.82GTR254.91AC254.89AC255.16AC255.15AC256.36TC255.72CFFL255.96CFFL256.58TC256.03GTR255.78GTR256.11AC256.23AC256.23AC256.53AC256.71AC256.24AC256.85AC257.07AC256.68AC256.70AC256.40AC256.19GTR256.14CFFL256.74TC256.84JNT256.78BW256.95AC256.69AC256.06TC255.94CFFL256.06GTR256.32AC256.56AC256.78AC256.43AC256.27GTR256.15CFFL256.78TX EC256.25BX256.11CFFL256.22GTR256.37AC256.74AC256.68AC256.35AC256.12GTR256.00CFFL256.12TC256.82BW256.99AC256.73AC256.61AC256.88AC256.85BW JNT256.74PAVERS/EP256.41PAVERS/EP256.12PAVERS/EP256.38AC256.49AC256.29LS 24IN DIA BASE256.36BW256.58BW AP256.15TC BC255.56CFFL255.69GTR255.84AC255.88AC256.07TC255.49CFFL255.55GTR255.65AC255.71AC255.97TC@CRACK255.37CFFL255.46GTR@CRACK255.86TC255.26CFFL255.34GTR255.43AC255.45AC256.07BW255.79FH255.45BW255.69BW255.41PAVERS/EP255.69AC255.95AC255.33TC JNT254.70CFFL254.82GTR254.91AC254.89AC255.16AC255.15AC256.36TC255.72CFFL255.96CFFL256.58TC256.03GTR255.78GTR256.11AC256.23AC256.23AC256.53AC256.71AC256.24AC256.85AC257.07AC256.68AC256.70AC256.40AC256.19GTR256.14CFFL256.74TC256.84JNT257.04AC254.91ST256.66AC256.04ST END255.97GTR255.88FL256.00TC256.71BW256.81AC256.52AC256.46AC255.90BX255.77FL256.21ACWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAW16PROTECT (E)LIGHT POLEPROTECT (E)DRIVEWAYR=10'RESET (E)PAVERS112.2%1.9%0.7%2.2%1.5%1.5%1. 5 %7.5%2.0%2.0%1.5%6.4%6.4%5.6%(2.0%)3.9% 9.8%1.9%1.5 %2.0%1.5 %8.0%CALIFORNIA BLVD 14.0'5.9'1.5'4.0'18.1' 4. 2 ' 2' G T R 4.2'3.0'(255.33 TC)(254.70 FL)(255.45 FS)(256.30 FS)256.62 FS256.32 HP/FL256.25 FL256.47 TC255.69 FLPALM ST(256.13 FS)(256.03 FL)1.5%0.7% 1.5% (6.6%)(7.3%) 10.0%(256.82 FS)(256.42 FS)256.69 TC256.20 FL1.8%6.5%256.22 FS256.12 FL256.71 FS256.56 FS1.5%5.4% 6.0%6.4% 5.7'TRANSI T I O N 5.8 'TRANSIT ION 4.0'5.0'4.0'6.1'1.5'1.5'4.0'(E)ABANDONED 16" CI WATER255.56TC254.90CFFL254.94GTR255.10AC255.17AC255.86BW/FW/1.7TW256.02SGN255.464IN INV255.37CFFL255.63CFFL256.28TC255.67GTR255.76AC255.81AC256.19AC256.17AC256.08GTR256.07CFFL256.68TC256.83TC@CRACK256.24CFFL256.25GTR@CRACK256.58GTR256.71AC256.65AC257.06AC257.11AC257.20TC EC256.58CFFL257.77BW AP/WALL AP257.704-SGN258.11SGN257.48JNT258.81TW257.21BW256.90BW256.26BW257.96JNT258.06TC BC257.46CFFL258.14TC SEPERATED257.56GTR257.88AC258.16AC258.11AC257.73AC257.45GTR257.60AC257.67AC257.54AC257.64AC257.80AC257.16GTR257.06CFFL257.73TC257.28AC257.38AC257.64FD NL/TIN257.57AC258.00AC258.28AC257.65GTR257.49CFFL258.13TC258.13SGN258.10CNC258.11BW258.90TW258.28BW258.17TC257.56CFFL257.70GTR257.67GTR@CRACK257.54CFFL258.17TC@CRACK258.01AC258.31AC258.48AC258.13AC257.84GTR257.67CFFL258.31TC258.41BW258.82TW255.56TC254.90CFFL254.94GTR255.10AC255.17AC255.86BW/FW/1.7TW256.02SGN255.464IN INV255.37CFFL255.63CFFL256.28TC255.67GTR255.76AC255.81AC256.19AC256.17AC256.08GTR256.07CFFL256.68TC256.83TC@CRACK256.24CFFL256.25GTR@CRACK256.58GTR256.71AC256.65AC257.06AC257.11AC257.20TC EC256.58CFFL257.77BW AP/WALL AP257.704-SGN258.11SGN257.48JNT258.81TW257.21BW256.90BW256.26BW257.96JNT258.06TC BC257.46CFFL258.14TC SEPERATED257.56GTR257.88AC258.16AC258.11AC257.73AC257.45GTR257.60AC257.67AC257.54AC257.64AC257.80AC257.16GTR257.06CFFL257.73TC257.28AC257.38AC257.64FD NL/TIN257.57AC258.00AC258.28AC257.65GTR257.49CFFL258.13TC258.13SGN258.10CNC258.11BW258.90TW258.28BW258.17TC257.56CFFL257.70GTR257.67GTR@CRACK257.54CFFL258.17TC@CRACK258.01AC258.31AC258.48AC258.13AC257.84GTR257.67CFFL258.31TC258.41BW258.82TW257.66SSMH257.90AC257.96GB258.19GB1257.21ACSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTTTTTTTTTTTTTTTTTTGGGGGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDASAS14R=10'11151(1.1%)7.5%4.5%1.5%1.5%1.5%1.4%1.5%1.5%4.5%1.5%4.1%7.5%7.7%4.5%1.5%(3.1%)7.7%7.0%8.8%3.3%1.1%3.7%11.7%8.0%6.9%1.5%CALIFORNIA BLVD9.8'1.5'4.0'5.0'18.0'20.1'9.9'1.5'4.0'3.0'19.9'4.2'2' GTR17.9'5.0'(255.86 FS)(255.56 TC)(254.90 FL)(258.31 TC)(257.67 FL)(258.41 TC/FS)257.66 TC257.46 FL257.22 FL257.16 FL257.38 TC256.48 FL256.00 TC255.25 FL258.00 TC257.52 FS256.14 TC/FS257.48 FS257.55 FS257.42 FS257.49 FSPALM ST(E)15" PVC SEWER(E) 8" VCP SEWER(N) 136' - 12" PVC (DR 14)5.8'TRANSITION5.8'TRANSITION(N) SD PROFILEPER SHEET C8(N) 136' - 12" PVC (DR 14)258.48AC258.62AC258.74AC258.86BW AP258.85NG261.43TW WD AP260.47TW WD AP260.68TW WD END259.16NG260.41EP259.50EP258.96BW258.90NG258.91SW AP258.72TC EC257.99CFFL258.94SGN258.73TC258.06CFFL258.19GTR258.27AC258.31AC258.13GB258.22GB258.26GB258.35AC258.46AC258.23TG AP258.27TG AP257.92TG AP/CFFL257.86TG AP257.94CFFL@INLET258.72TC BGN SD INLET258.87TC258.99TX258.34CFFL258.42GTR AP258.46AC258.67AC258.46AC258.59AC258.41AC258.30AC258.41AC258.35GTR AP258.28GTR AP258.7816IN TREE259.14BW JNT259.22BW GROUND259.08BW JNT GB259.07SW@DW258.86GB258.51BX GB258.36CFFL258.43GTR258.49GTR258.43CFFL258.55TC258.71AC258.88AC258.90CNC259.34BW260.47AC259.17BW/EP258.84TC BC258.90TC DETACHED258.25CFFL258.34GTR258.64AC258.75AC258.42AC258.39AC258.81TC258.15CFFL258.23GTR258.19GTR258.08CFFL258.74TC258.29AC258.29AC258.9512IN DIA PP W/UG258.94COMM PB AP258.96COMM PB AP259.19COMM PB AP259.30BW261.61TW259.20TC258.60CFFL258.68GTR258.90AC259.03AC259.58TC258.96CFFL259.05GTR259.21AC259.31AC259.66BW259.74TC@CRACK259.13CFFL259.17GTR@CRACK259.42GTR259.58AC259.69AC259.33CFFL259.94TC260.06BW260.99BW262.40TW260.88TC JNT260.25CFFL260.31GTR260.54AC260.66AC258.27GTR258.48AC258.62AC258.74AC258.86BW AP258.85NG261.43TW WD AP260.47TW WD AP260.68TW WD END259.16NG260.41EP259.50EP258.96BW258.90NG258.91SW AP258.72TC EC257.99CFFL258.94SGN258.73TC258.06CFFL258.19GTR258.27AC258.31AC258.13GB258.22GB258.26GB258.35AC258.46AC258.23TG AP258.27TG AP257.92TG AP/CFFL257.86TG AP257.94CFFL@INLET258.72TC BGN SD INLET258.87TC258.99TX258.34CFFL258.42GTR AP258.46AC258.67AC258.46AC258.59AC258.41AC258.30AC258.41AC258.35GTR AP258.28GTR AP258.7816IN TREE259.14BW JNT259.22BW GROUND259.08BW JNT GB259.07SW@DW258.86GB258.51BX GB258.36CFFL258.43GTR258.49GTR258.43CFFL258.55TC258.71AC258.88AC258.90CNC259.34BW260.47AC259.17BW/EP258.84TC BC258.90TC DETACHED258.25CFFL258.34GTR258.64AC258.75AC258.42AC258.39AC258.81TC258.15CFFL258.23GTR258.19GTR258.08CFFL258.74TC258.29AC258.29AC258.9512IN DIA PP W/UG258.94COMM PB AP258.96COMM PB AP259.19COMM PB AP259.30BW261.61TW259.20TC258.60CFFL258.68GTR258.90AC259.03AC259.58TC258.96CFFL259.05GTR259.21AC259.31AC259.66BW259.74TC@CRACK259.13CFFL259.17GTR@CRACK259.42GTR259.58AC259.69AC259.33CFFL259.94TC260.06BW260.99BW262.40TW260.88TC JNT260.25CFFL260.31GTR260.54AC260.66AC258.24AC258.32GB1258.45ST ENDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTTGGGGGGGGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSD4PROTECT(E) TREE817PROTECT(E) WALLR=10'1(2.0%)(1.6%)4.5%4.5%8.0%1.0%0.9%8.0%6.5%7.1%1.5%1.5%1.5%11.4%8.3%3.5%8.1%4.0%1.5%1.0%10.2%CALIFORNIA BLVDPALM ST5.0'5.0'1.5'5.9'1.5'4.0'15.1'10.4'6.0'4.3'5.9'15.1'(259.17 TC/FS)(258.99 TC)(258.34 FL)(259.07 TC/FS)258.78 TC257.95 FL258.63 TC257.80 FL258.14 FL258.21 FL258.40 TC258.26 FL(259.94 TC)(259.33 FL)(260.06 TC/FS)4.1'258.95 TC258.30 FS258.86 TC258.30 FS258.91 TC258.23 FS3.0'2.5'(E) 2" GAS(E) 8" CI WATER(E)6" VCP SEWER258.64 TC(N) 16' - 12" PVC (DR 14)6.5'4.9'TRANSITION4.0'12(N) SD PROFILEPER SHEET C8CONSTRUCTION NOTES (SHEETS C4 - C8)REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLEDREMOVE EXISTING AND INSTALL CATCH BASIN PER ENG. STD. 3350INSTALL TREE WELL PER ENG. STD. 8130. FRAME AND GRATE NOT REQUIREDREMOVE EXISTING AND INSTALL (N) 3'X2' CATCH BASIN PER CALTRANS STD. D72E (TYPE GO). FRAME AND GRATES PERCALTRANS STD. D77B (TYPE 24-10S)PROTECT (E) DRAINAGE INLET. REPLACE GRATES PER CALTRANS STD. D77B (TYPE 24-10S). GRATES MUST BE CUT TO EXACTDIMENSIONS SHOWN ON PLANSRESET BENCHMARK PER SECTION 5-1.26RESET MONUMENT PER SECTION 5-1.26ADJUST UTILITY BOX/COVER TO FINISHED SURFACEADJUST MANHOLE/VALVE COVER TO FINISHED SURFACE PER ENG. STD. 6040PROTECT (E) TRAFFIC SIGNALREPLACE DRIVEWAY PER ENG. STD. 2110INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3530PROTECT (E) ELECTRICAL EQUIPMENT ENCLOSUREREPLACE (E) 4" UNDERDRAIN PER ENG. STD. 3415REMOVE (E) STREET NAME SIGN POST AND INSTALL (E) STREET NAME SIGNS ON TOP OF THE STOP SIGNINSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEARANCE BETWEEN UNDERSIDE OF FLANGE AND SIDEWALKSURFACE PER CITY STD. 6310.PROTECT EXISTING POWER POLEREMOVE (E) AND INSTALL NEW COMMUNICATION MANHOLE PER ENG. STD. 9030REMOVE (E) STORM DRAIN MANHOLEREMOVE (E) SD PIPEREMOVE (E) RECTANGULAR CONCRETE BOXABANDON (E) TRAFFIC SIGNAL DETECTOR BOXLEGEND123456789101112131415161718192021(N) MISSION STYLE CONCRETE PERENG. STD. 4220REMOVE AND REPLACE AC/PCCPAVEMENT PER ENG. STD. 4110, 602012-1/2" INCH FULL DEPTH ACREPLACEMENT PER ENG STD. 4110.(E) LANDSCAPING (SEE GENERAL NOTES 3&4, SHEET C4)RE-GRADE TO MATCH NEW GRADETRUNCATED DOMES(N) CONCRETERESET (E) PAVERS22CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHN1" = 5'CALIFORNIA AND PALM CURB RAMP IMPROVEMENTS ARTERIALS 2023 HNMGBNFEB 202390346B32APPROVED: [Mo Day, Yr]C50SCALE IN FEET510N2/28/23 Item 2, Attachment 1 295.60FH295.32TC295.13CFFL295.06AC295.09AC294.98STRIPE296.10TC295.87CFFL295.83AC295.92AC295.54AC295.52AC295.55CFFL295.77TC296.39BW297.82POS297.51POS296.01BW295.82BW295.58BW297.05POS295.36SIG PB295.25EPB295.18PP W/UG295.02TC294.68CFFL294.75GTR END294.80AC294.80AC294.60AC294.67AC294.67GTR294.98TC EC294.61CFFL294.95TX294.56BX294.61BX294.52CFFL294.51CFFL294.55TC294.61GTR294.62AC294.57AC294.54AC294.63AC294.50GV294.52CFFL294.58CFFL294.79TC295.20SIG PAD AP295.11RMP295.08RMP295.47BASE295.47BASE295.48BASE295.47SIG295.36SIG PAD@BW295.26BW295.34SDMH295.30SIG PAD@BW295.29BW295.63BW295.98BW295.82TC295.85FD SCRIBED X295.96COM PB295.34GTR AP295.42AC295.45AC295.01GTR AP294.99STRIPE295.50TC294.89CFFL294.74CFFL@SD INLET294.51CFFL@SD INLET295.21TC295.45TC295.04AC295.07AC294.83AC294.83AC294.73GTR BC294.77GTR AP294.48CFFL295.12TX BC294.83TC294.51CFFL294.68GTR294.72AC294.67AC294.58AC294.69AC296.48TC295.83CFFL296.01GTR296.04AC296.15TC295.48CFFL295.67GTR295.76AC295.79AC296.13AC296.56BW296.27BW297.36POS296.77POS296.48POS295.95POS295.90POS298.70POS295.71POS299.72POS299.93POS295.60FH295.32TC295.13CFFL295.06AC295.09AC294.98STRIPE296.10TC295.87CFFL295.83AC295.92AC295.54AC295.52AC295.55CFFL295.77TC296.39BW297.82POS297.51POS296.01BW295.82BW295.58BW297.05POS295.36SIG PB295.25EPB295.18PP W/UG295.02TC294.68CFFL294.75GTR END294.80AC294.80AC294.60AC294.67AC294.67GTR294.98TC EC294.61CFFL294.95TX294.56BX294.61BX294.52CFFL294.51CFFL294.55TC294.61GTR294.62AC294.57AC294.54AC294.63AC294.50GV294.52CFFL294.58CFFL294.79TC295.20SIG PAD AP295.11RMP295.08RMP295.47BASE295.47BASE295.48BASE295.47SIG295.36SIG PAD@BW295.26BW295.34SDMH295.30SIG PAD@BW295.29BW295.63BW295.98BW295.82TC295.85FD SCRIBED X295.96COM PB295.34GTR AP295.42AC295.45AC295.01GTR AP295.50TC294.89CFFL294.74CFFL@SD INLET294.51CFFL@SD INLET295.21TC295.45TC295.04AC295.07AC294.83AC294.83AC294.73GTR BC294.77GTR AP294.48CFFL295.12TX BC294.83TC294.51CFFL294.68GTR294.72AC294.67AC294.58AC294.69AC296.48TC295.83CFFL296.01GTR296.04AC296.15TC295.48CFFL295.67GTR295.76AC295.79AC296.13AC296.56BW296.27BW297.36POS296.77POS296.48POS295.95POS295.90POS298.70POS295.71POS299.72POS299.93POS295.98ST POC295.56ST POC294.96SB295.02ST294.60SB AP294.70SB AP294.51AC294.97SB295.07ST295.12AC294.64AC294.36AC294.31AC296.03STSDSDSDSDSDSDSDGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWEEEEE ETTTTTTT TTTTT168178108R=8'(N) 23 LF REDCURB PAINT(4.3%)5.2%1.5%1.4%1.5%1.8%1.8%1.0%0.2%1.5%4.5%4.5%1.8%10.0%9.1%4.2%0.8%5.6%5.6%7.4%8.6%12.1%4.2%1.5%11.3%CALIFORNIA BLVDMILL ST3.0'1.5%6.7'1.5'4.0'5.0'19.6'17.7'5.0'5.9'1.5'4.0'5.0'5.1'2' GTR(296.10 TC)(295.87 FL)(296.39 FS)296.13 TC/FS295.30 TC294.62 FS295.28 TC294.59 FS296.23 TC/FS(296.56 FS)(296.44 TC)(295.83 FL)296.14 TC295.47 FL295.24 TC294.41 FL294.66 TC294.04 FL294.74 TC294.61 FL296.03 TC295.59 FL294.58 FL294.50 FL294.66 FS(E) 2" GAS6.3'9.1%9.1%294.75 TC293.92 FL294.54 FS295.02 FS6.7%5.3'295.87 TC295.20 FL7.2%6.0%1.5'17.4'7.0'8.0'1.5'3.8'TRANSITION 3.8'TRANSITION (E) 16" CI WATER(E) 2" GAS2(N) SD PROFILEPER SHEET C8294.67BW294.83JNT294.64TC294.34CFFL294.31AC295.05AC294.51TC294.15CFFL294.31AC294.72AC294.44AC294.10AC293.88CFFL294.21TC294.07TC293.77CFFL294.05JNT294.33JNT294.60JNT294.47BW294.36WLK@BW294.22WLK@BW293.93WLK294.04WLK294.16BW294.44CNC PAD AP294.42CNC PAD AP294.41CNC PAD AP294.41CNC PAD AP 17X21IN CAB293.90BW294.00CNC294.13CNC293.80EPB293.58SIG PB293.71CNC293.53CNC295.05CNC PAD AP295.05CNC PAD AP293.60BW295.06CNC PAD AP 22X24IN CAB293.41BW293.254-SGN293.73JNT293.59TC BC293.17CFFL293.46AC293.83AC293.77DET HAND HOLE293.69AC293.26GTR BGN293.41TX292.93CFFL293.04GTR293.15AC293.33AC293.35AC293.09AC293.37AC293.2812X18IN SIG PB292.88SDMH293.17RMP293.04RMP292.57TC292.50CFFL292.61CNC POL@GTR292.46CNC POL@GTR292.56CNC AP292.75CNC AP292.77STRIPE AP292.99STRIPE AP292.75GTR292.66CFFL292.72BX292.49BX292.40CFFL292.65COM PB292.84AC293.10AC292.91AC292.75TX EC292.10CFFL292.25CFFL292.61TC292.38GTR292.14GTR292.14AC292.37AC292.19AC292.51AC291.90STRIPE292.02CFFL292.66TC JNT292.31PP W/UG292.01COM PB292.41BW292.64SIG PAD@BW292.99SIG PAD@BW AP293.16BASE293.18SIG293.31JNT293.19SIG PAD@BW293.16BW292.74NG292.96CNC POL291.93BW292.67CNC POL291.35GTR291.23CFFL291.88TC291.33AC291.54AC291.45BW291.54NG291.26TC290.93TC290.20CFFL@SD INLET290.50CFFL@SD INLET290.79GTR290.24GTR290.14CFFL290.81TC290.94BW290.32AC290.33AC290.93AC290.94AC291.05BTM294.67BW294.83JNT294.64TC294.34CFFL294.31AC295.05AC294.51TC294.15CFFL294.31AC294.72AC294.44AC294.10AC293.88CFFL294.21TC294.07TC293.77CFFL294.05JNT294.33JNT294.60JNT294.47BW294.36WLK@BW294.22WLK@BW293.93WLK294.04WLK294.16BW294.44CNC PAD AP294.42CNC PAD AP294.41CNC PAD AP294.41CNC PAD AP 17X21IN CAB293.90BW294.00CNC294.13CNC293.80EPB293.58SIG PB293.71CNC293.53CNC295.05CNC PAD AP295.05CNC PAD AP293.60BW295.06CNC PAD AP 22X24IN CAB293.41BW293.254-SGN293.73JNT293.59TC BC293.17CFFL293.46AC293.83AC293.77DET HAND HOLE293.69AC293.26GTR BGN293.41TX292.93CFFL293.04GTR293.15AC293.33AC293.35AC293.09AC293.37AC293.2812X18IN SIG PB292.88SDMH293.17RMP293.04RMP292.57TC292.50CFFL292.61CNC POL@GTR292.46CNC POL@GTR292.56CNC AP292.75CNC AP292.77STRIPE AP292.99STRIPE AP292.75GTR292.66CFFL292.72BX292.49BX292.40CFFL292.65COM PB292.84AC293.10AC292.91AC292.75TX EC292.10CFFL292.25CFFL292.61TC292.38GTR292.14GTR292.14AC292.37AC292.19AC292.51AC291.90STRIPE292.02CFFL292.66TC JNT292.31PP W/UG292.01COM PB292.41BW292.64SIG PAD@BW292.99SIG PAD@BW AP293.16BASE293.18SIG293.31JNT293.19SIG PAD@BW293.16BW292.74NG292.96CNC POL291.93BW292.67CNC POL291.35GTR291.23CFFL291.88TC291.33AC291.54AC291.45BW291.54NG291.26TC290.93TC290.20CFFL@SD INLET290.50CFFL@SD INLET290.79GTR290.24GTR290.14CFFL290.81TC290.94BW290.32AC290.33AC290.93AC290.94AC291.05BTM295.02ST POC295.17GB294.46ST POC294.79GB293.62ST END293.44SB294.46GB293.87AC293.57AC292.98SB AP292.74SB AP293.19AC292.04AC291.32AC290.18ACSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTTTTTTTTTTTTGGGGGGGGGGGGGGGGGGAWAWAWAWAWAWAWAWWWWWWEEEEEEEEEEEETTTTTTTTESDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD10178198813131PROTECT (E)WALKWAY1822R=8'8(N) 16 LF REDCURB PAINT(2.6%)(1.8%)1.5%(3.4%)1.5%10.0%4.6%1.5%1.7%1.5%9.7%1.5%2.0%12.7%12.7%9.2%9.2%0.5%2.0%1.5%4.5%5.7%5.8%7.1%7.5%13.4%13.4%5.2%0.7%4.1%7.3%8.1%12.7%CALIFORNIA BLVD MILL ST10.1'1.5'4.0'5.5'10.5'4.0'5.0'5.8'1.5'4.0'5.0'5.5'1.5'4.2'2' GTR1.5'10.5'5.5'3.0'4.2'2.7'(294.47 FS)294.22 TC/FS(294.51 TC)(294.15 FL)293.65 TC293.19 FS293.50 TC293.14 FS292.41 TC/FS(291.91 FS)(291.71 TC)(291.08 FL)292.34 TC291.54 FL293.04 TC292.04 FL292.81 FL292.87 FL293.30 TC293.15 FL294.07 TC293.76 FL293.07 FS293.14 FS293.20 FS(E)2" GAS(E)CITY COMM(E) 6" VCP SEWER(E) 16" CI WATER1.5%1.5'4.2'TRANSITION4.2'TRANSITION(N) SD PROFILEPER SHEET C81221290.77FD BM 236290.86TX EC290.27CFFL290.37GTR290.70AC290.98AC290.32STRIPE290.07GTR289.87CFFL290.49TC289.03TC288.41CFFL288.51GTR288.89AC289.22AC290.10AC289.75AC289.47GTR289.35CFFL289.99TC@CRACK289.84CNC AP289.63TC DETACHED289.28TC DETACHED289.45CNC AP289.62SW/CNC POL289.27SW/CNC POL288.95SW288.94BW289.26WLK@BW289.57WLK@BW289.48WLK289.21WLK289.68NG289.86BW289.90SW290.52SW290.49BW290.47CFFL/TC END290.10NG290.20BW290.21SW290.44SIG PB290.73SIG290.95BASE290.93BASE290.93BASE290.87CNC POL@BK CRB290.88CNC AP290.63CNC AP290.64CNC POL@SW290.86CNC SIG PAD AP290.93CNC SIG PAD AP290.83TC290.47CFFL290.58GTR290.73AC290.50AC290.93AC291.21AC291.62AC291.74AC291.36AC291.05AC290.90AC290.75GTR290.71BX290.74BX290.77CFFL/TC290.83GTR290.81GTR290.95AC290.98AC291.22AC291.03AC291.58AC291.68AC291.39AC290.84STRIPE AP289.99STRIPE290.82TC290.48CFFL290.58GTR290.73AC290.39GTR290.28CFFL290.84TX BC291.17TC AP290.76CFFL290.73CFFL/RMP/BW290.77RMP290.63CFFL291.05TC290.35NG290.02NG289.94NG290.76TC290.30CFFL/TC BGN290.21BW290.64BW290.70AC291.07AC291.63AC291.31AC291.02AC290.22AC290.58AC290.42TC289.79CFFL289.88GTR288.78BW288.35NG288.75TC288.13CFFL288.25GTR288.56AC288.90AC289.24TC289.36TC LIFTED288.59CFFL288.71CFFL288.72GTR288.64GTR289.07AC289.46AC289.86TC289.23CFFL289.33GTR289.41AC289.81SW289.35NG289.71AC290.05AC290.77FD BM 236290.86TX EC290.27CFFL290.37GTR290.70AC290.98AC290.07GTR289.87CFFL290.49TC289.03TC288.41CFFL288.51GTR288.89AC289.22AC290.10AC289.75AC289.47GTR289.35CFFL289.99TC@CRACK289.84CNC AP289.63TC DETACHED289.28TC DETACHED289.45CNC AP289.62SW/CNC POL289.27SW/CNC POL288.95SW288.94BW289.26WLK@BW289.57WLK@BW289.48WLK289.21WLK289.68NG289.86BW289.90SW290.52SW290.49BW290.47CFFL/TC END290.10NG290.20BW290.21SW290.44SIG PB290.73SIG290.95BASE290.93BASE290.93BASE290.87CNC POL@BK CRB290.88CNC AP290.63CNC AP290.64CNC POL@SW290.86CNC SIG PAD AP290.93CNC SIG PAD AP290.83TC290.47CFFL290.58GTR290.73AC290.50AC290.93AC291.21AC291.62AC291.74AC291.36AC291.05AC290.90AC290.75GTR290.71BX290.74BX290.77CFFL/TC290.83GTR290.81GTR290.95AC290.98AC291.22AC291.03AC291.58AC291.68AC291.39AC290.84STRIPE AP290.82TC290.48CFFL290.58GTR290.73AC290.39GTR290.28CFFL290.84TX BC291.17TC AP290.76CFFL290.73CFFL/RMP/BW290.77RMP290.63CFFL291.05TC290.35NG290.02NG289.94NG290.76TC290.30CFFL/TC BGN290.21BW290.64BW290.70AC291.07AC291.63AC291.31AC291.02AC290.22AC290.58AC290.42TC289.79CFFL289.88GTR288.78BW288.35NG288.75TC288.13CFFL288.25GTR288.56AC288.90AC289.24TC289.36TC LIFTED288.59CFFL288.71CFFL288.72GTR288.64GTR289.07AC289.46AC289.86TC289.23CFFL289.33GTR289.41AC289.81SW289.35NG289.71AC290.05AC290.93SB290.96SB290.30SB290.29ST BC292.57SSMH290.79AC291.10AC289.97SB290.12AC289.02AC290.01ST POC289.36AC289.11ST292.17AC292.84ACSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWAWAWAWWEEEEEEEEEEEEEE289.28PROTECT (E)WALKWAY108R=10'INSTALL 6"RETAINING CURB(N) 21 LF REDCURB PAINT68.0%8.0%(0.5%)(0.8%) 0.5%0.5%7.2%(0.5%)10.1%4.5%1.5%9.6%9.6%8.3%11.5% 9.7%1.5%4.5%0.1% 6.7% 10.8%1.5%7.0%8.3%0 .7% CALIFORNIA BLVD MILL ST4.0'1.5'6.5'17.8'5.0'5.0'3.2'1.5'4.0'5.0'2' G T R 5.0'3.5'(288.78 FS)(288.75 TC)(288.13 FL)290.82 FS290.79 FS290.85 FS(289.57 FS)(289.17 FS)(289.14 FS)(289.17 TC)(288.52 FL)289.53 TC289.00 FL290.72 TC290.38 FL290.76 FL290.72 FL290.72 TC290.48 FL(E) 6" VCP SEWER(E) 16" DI WATER1.5'1.5'14.3'13.6'5.0' 5.3'TRANSI T I O N 5.3 'TRANSIT ION 0.5%1.5%0.5%1.3%11.5%1.0%10.1%291.32 TC6.0'6.0'8.3%290.83 FS3.5'4.2 '295.45BW295.44TC294.79CFFL294.82GTR295.15ACAC295.01AC294.79AC294.45GTR294.42CFFL295.06TC295.10BW295.32NG294.18NG294.17BW294.12TC293.60CFFL293.66GTR294.05AC294.35AC293.57SIG293.64BASE293.64BASE293.65BASE293.38CNC293.00RMP293.17RMP293.43RMP293.44TX292.98CFFLCFFL293.11GTR293.49AC293.85AC293.30TC EC292.98CFFL293.07GTR292.98BX292.76BX292.77GTR292.77AC292.80AC292.92CFFL/TC292.95GTR292.93AC293.18AC293.01GTR293.04AC293.30AC293.49AC293.19AC293.38AC293.68AC293.34FW294.05TW294.00TW AP293.22FW292.83SGN294.23TW AP293.58FW293.81NG293.66BW293.61TW/FW 8IN293.64CNC293.62TC293.13CFFL293.25GTR293.69AC294.01AC291.93SIG PB291.44DETECTOR HAND HOLE292.13TC BC291.49CFFL291.56GTR291.75AC291.79AC292.35AC292.38AC292.20GTR292.11CFFL292.44TC292.27TX292.63AC292.64AC292.77STRIPE AP293.16STRIPE AP293.35STRIPE291.47STRIPE290.78AC290.82AC291.83AC292.32290.65CFFL291.29TC291.46SW POL@BK CRB291.55SW AP291.78BW292.33BW292.75BW292.45JNT291.94CNC291.64CNC291.83TC291.13CFFL291.26GTR292.60CNC/FW294.12TW AP294.12TW AP294.12TW292.79FW292.79FW292.75TOP STEP292.66TOP STEP292.16CNC292.70FW292.78FW294.06TW294.02TW AP294.00TW AP293.74TW293.70NG291.93CNC290.33AC290.37AC290.25GTR290.10CFFL290.79TC290.595IN TREE289.54GTR289.42CFFL290.12TC289.66AC289.72AC290.16SW293.37TW290.51CNC291.18BW291.34CNC293.58TW291.02SW295.45BW295.44TC294.79CFFL294.82GTR295.15ACAC295.01AC294.79AC294.45GTR294.42CFFL295.06TC295.10BW295.32NG294.18NG294.17BW294.12TC293.60CFFL293.66GTR294.05AC294.35AC293.57SIG293.64BASE293.64BASE293.65BASE293.38CNC293.00RMP293.17RMP293.43RMP293.44TX292.98CFFLCFFL293.11GTR293.49AC293.85AC293.30TC EC292.98CFFL293.07GTR292.98BX292.76BX292.77GTR292.77AC292.80AC292.92CFFL/TC292.95GTR292.93AC293.18AC293.01GTR293.04AC293.30AC293.49AC293.19AC293.38AC293.68AC293.34FW294.05TW294.00TW AP293.22FW292.83SGN294.23TW AP293.58FW293.81NG293.66BW293.61TW/FW 8IN293.64CNC293.62TC293.13CFFL293.25GTR293.69AC294.01AC291.93SIG PB291.44DETECTOR HAND HOLE292.13TC BC291.49CFFL291.56GTR291.75AC291.79AC292.35AC292.38AC292.20GTR292.11CFFL292.44TC292.27TX292.63AC292.64AC292.77STRIPE AP293.16STRIPE AP293.35STRIPE290.78AC290.82AC291.83AC292.32290.65CFFL291.29TC291.46SW POL@BK CRB291.55SW AP291.78BW292.33BW292.75BW292.45JNT291.94CNC291.64CNC291.83TC291.13CFFL291.26GTR292.60CNC/FW294.12TW AP294.12TW AP294.12TW292.79FW292.79FW292.75TOP STEP292.66TOP STEP292.16CNC292.70FW292.78FW294.06TW294.02TW AP294.00TW AP293.74TW293.70NG291.93CNC290.33AC290.37AC290.25GTR290.10CFFL290.79TC290.595IN TREE289.54GTR289.42CFFL290.12TC289.66AC289.72AC290.16SW293.37TW290.51CNC291.18BW291.34CNC293.58TW291.02SW298.34RE294.41AC294.01AC291.44SB291.51AC290.70ST POC289.74ST POC293.23AC293.69AC295.39294.93293.74AC293.41ACSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWGGGGGGGGGGGGGGGGGGGEEEEEEEEPROTECT(E) TREE8110PROTECT (E) WALLR=10'22(N) 14 LF REDCURB PAINT7. 5 %1.5%1. 6 %13.7%1.5%0.2%1.8%1.8%1.5%1.5%11.7%4. 5 % 1.8% (7.8%)(4.7%)7.9%5.3%12.1%10.2%1.5%14.0%11.8%11.8%17.1%1.5%(0.7%)9.6%1.5%7.8% 10.6% 7.8% 10.1% 12.4% 8.9%3.6%CALIFORNIA BLVD MILL ST5.9'1.5'4.0'5.0'10.4'2.3'4.0'3.6'6.8'2.9'1.5'4.0'4.2'2' GTR(290.79 TC)(290.10 FL)(291.03 FS)(291.34 FS)291.94 FS292.89 FS292.84 FS291.80 TC290.79 FL292.72 TC291.72 FL292.51 FL292.57 FL293.03 TC292.88 FL294.53 TC294.03 FL294.62 TC/FS(295.06 TC)(294.42 FL)(295.10 FS)293.27 FS293.66 TC292.90 FS294.05 TC(E) 6" VCP SEWER(E) 2" GAS292.68 FS294.12 TC293.26 FS294.26 TC1.5'1.5'5.7'TRANSITION5.7'TRANSITION14.9'5.0'7.9'5.9'(E) 2" GASCONSTRUCTION NOTES (SHEETS C4 - C8)REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLEDREMOVE EXISTING AND INSTALL CATCH BASIN PER ENG. STD. 3350INSTALL TREE WELL PER ENG. STD. 8130. FRAME AND GRATE NOT REQUIREDREMOVE EXISTING AND INSTALL (N) 3'X2' CATCH BASIN PER CALTRANS STD. D72E (TYPE GO). FRAME AND GRATES PERCALTRANS STD. D77B (TYPE 24-10S)PROTECT (E) DRAINAGE INLET. REPLACE GRATES PER CALTRANS STD. D77B (TYPE 24-10S). GRATES MUST BE CUT TO EXACTDIMENSIONS SHOWN ON PLANSRESET BENCHMARK PER SECTION 5-1.26RESET MONUMENT PER SECTION 5-1.26ADJUST UTILITY BOX/COVER TO FINISHED SURFACEADJUST MANHOLE/VALVE COVER TO FINISHED SURFACE PER ENG. STD. 6040PROTECT (E) TRAFFIC SIGNALREPLACE DRIVEWAY PER ENG. STD. 2110INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3530PROTECT (E) ELECTRICAL EQUIPMENT ENCLOSUREREPLACE (E) 4" UNDERDRAIN PER ENG. STD. 3415REMOVE (E) STREET NAME SIGN POST AND INSTALL (E) STREET NAME SIGNS ON TOP OF THE STOP SIGNINSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEARANCE BETWEEN UNDERSIDE OF FLANGE AND SIDEWALKSURFACE PER CITY STD. 6310.PROTECT EXISTING POWER POLEREMOVE (E) AND INSTALL NEW COMMUNICATION MANHOLE PER ENG. STD. 9030REMOVE (E) STORM DRAIN MANHOLEREMOVE (E) SD PIPEREMOVE (E) RECTANGULAR CONCRETE BOXABANDON (E) TRAFFIC SIGNAL DETECTOR BOXLEGEND123456789101112131415161718192021(N) MISSION STYLE CONCRETE PERENG. STD. 4220REMOVE AND REPLACE AC/PCCPAVEMENT PER ENG. STD. 4110, 602012-1/2" INCH FULL DEPTH ACREPLACEMENT PER ENG STD. 4110.(E) LANDSCAPING (SEE GENERAL NOTES 3&4, SHEET C4)RE-GRADE TO MATCH NEW GRADETRUNCATED DOMES(N) CONCRETERESET (E) PAVERS22CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHN1" = 5'CALIFORNIA AND MILL CURB RAMP IMPROVEMENTS ARTERIALS 2023 HNMGBNFEB 202390346B32APPROVED: [Mo Day, Yr]C60SCALE IN FEET510N2/28/23 Item 2, Attachment 1 237.84TC1 @BSW237.38FC1 @BSW237.04TC236.52FC236.66LIP236.58LIP236.53LIP236.49LIP236.51LIP236.48FC236.97TC236.72TC236.14FC236.30LIP236.97FC1 @BSW237.47TC1 @BSW236.82TC236.37FC236.39LIP236.33FC236.85TC236.91TC236.95TC236.32FC236.25FC236.39TC236.34LIP236.09LIP235.55LIP235.48FC235.63TC235.52LIP235.36LIP235.22235.30236.90BSW B236.85FC1 @BSW237.32TC1 @BSW237.28TC1 E @BSW236.90FC1 E @BSW236.14BSW236.21BSW236.07AC236.21AC236.41AC236.66AC236.19PATCH B AC236.13PATCH AC236.02PATCH AC235.96PATCH AC235.96CRACK B236.09PATCH AC236.14PATCH CLS AC235.92CRACK235.88CRACK235.83CRACK235.81PATCH B CRACK E235.86PATCH235.84PATCH235.86PATCH235.81PATCH235.76PATCH235.80PATCH CLS235.63VLT235.58VLT235.55VLT235.64VLT235.96VLT236.06VLT236.00VLT BSW235.89VLT235.78FS235.87FS235.59FS235.32GB B235.69GB E235.79FS235.97FS236.23FS236.13FS236.41FS236.47FS236.80FS236.80FS237.43GB B237.48GB E237.19FS237.21CC237.05CC237.04CC E237.04GB B236.75GB236.88GB236.91GB236.93GB236.93GB236.90GB236.90GB E236.89CRACK B236.82CRACK236.82CRACK236.82CRACK236.79CRACK236.83CRACK236.77CRACK236.78CRACK236.76CRACK236.77CRACK236.92CRACK E236.91CC B237.01CC237.06CC236.97CC CLS236.39GB B236.42GB E237.29GB B CC236.97GB236.95GB236.86GB E236.81TMH "BELL SYSTEM"237.08SIGN237.70BSW237.37TC236.88FC237.01PLL237.58PLLREPLACERETAINING CURBPROTECT (E)LIGHT POLE8313116" AC FULL DEPTHREPLACEMENTPROTECT (E)LIGHT POLE6.0'4.0'10.0'1.9%1.9%1.9%1.9%10.0%1.5%3.9%2.7%(5.0%)(4.8%)4.9%1.9%1.9%2.2%1.5% (3.4%) 1.5%1.5%1.0%6.0'4.0'12.1'3.0'32.9'7.0'6.0'4.0'2.0'6.0'15.9'6.0'3.0'3.5'236.42 FS237.32 TC237.04 FS237.75 TC237.38 FS237.84 TC(236.12 FS)(235.92 FS)(235.63 FS)(235.48 FL)235.79 FS235.71 FL236.27 TC235.77 FL236.89 TC236.39 FL(236.52 TC)(237.04 FL)236.39 FS236.45 FS1.9%1.5'4.0'MONTEREY STSMITH VOVLO1371 MONTEREY228.95CFFL@INLET229.77TC229.18GTR229.43AC229.64AC228.95CFFL@INLET229.77TC229.18GTR229.43AC229.64ACSSSSSSSSSSSSSSSSSSSSSSSSSS230.36TMH "BELL SYSTEM"230.53TMH "BELL SYSTEM"230.26TREE 20"230.11VLT230.18VLT230.12VLT230.11VLT230.10CABINET (UNK)229.78BSW229.93BSW230.20BSW230.46BSW228.89SDDI229.67TC229.12LIP229.20LIP228.98FC DI E229.77TC230.01TC229.49FC229.52FC230.07TC229.50LIP229.48LIP229.56FC230.08TC229.62LIP229.65INV 3" DIP230.12CC B230.11CC230.10CC230.10CC230.11CC230.12CC230.27CC230.30CC230.26CC230.11CC E229.97CC B MATCH229.97CC MATCH229.99CC MATCH230.26CC E MATCH230.12TC229.59FC229.56LIP230.65BSW231.30TC B230.91FC B230.82FC231.26TC230.54TC230.19FC229.77SDDI CLSTOP GRATE230.02VLT230.05VLT230.09VLT230.08VLT230.07VAULT "TRAFFIC SIGNAL"230.24CRACK B230.19CRACK230.24CRACK230.29CRACK230.45CRACK230.40CRACK230.48CRACK3" DIP SD230.00BSWPROTECT(E) DI8382.0%2.0%2.0%1.5% 1.5% (4.5%) (2.4%)2.2%2.2%2.2%2.1%3.2%9.7'2.0'3.5' 9.7'1.5'4.0'7.0'13.5'7.0'MONTEREY ST7-ELEVEN1301 MONTEREY4.5'5.2'7.0'4.3'2.2'(230.55 FS)(230.00 FS)230.14 FS230.41 FS(229.77 TC)(228.98 FL)230.00 TC229.14 FL230.26 TC229.43 FL(230.12 TC)(229.59 FL)2.0%2.0%223.48GTR BGN223.58AC223.90AC223.72AC223.87TC223.85SGN223.98NG223.93BW224.01BW224.36NG224.52BW LIFTED224.58CNC AP224.06TC223.42CFFL224.60CNC LIFTED223.53AC223.74AC223.94AC224.01AC223.78AC223.61AC223.55CFFL224.09TC224.4727IN TREE224.60CL TILE END223.48GTR BGN223.58AC223.90AC223.72AC223.87TC223.85SGN223.98NG223.93BW224.01BW224.36NG224.52BW LIFTED224.58CNC AP224.06TC223.42CFFL224.60CNC LIFTED223.53AC223.74AC223.94AC224.01AC223.78AC223.61AC223.55CFFL224.09TC224.4727IN TREE224.60CL TILE ENDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD224.24BSW223.49EP223.40EP223.49EP223.50EP223.54EP224.22AC PATCH B224.18AC PATCH224.45AC PATCH CLS223.94TC223.25FC223.21FC223.42TC223.48TC223.29FC223.61FC223.82TC224.47TC223.69FC224.54CC B224.76AC PATCH224.76AC PATCH224.86AC PATCH CLS224.76CC B224.82BSW224.10FS224.03FS224.21BSW223.53GB1 B224.09GB223.49GB2223.39TC223.30FC223.64GB1224.06GB224.24GB223.74GB1223.66GB2223.57TC223.50FC EP E223.81GB2 E224.52FS224.41GB E224.61BSW224.28BSW223.55GB1224.03GB223.55GB2224.06GB1 E224.61CC224.65CC224.08TC223.38FC224.22AC PATCH224.21AC PATCH223.49LIP B223.12FC223.87TC224.04TC B223.39FC B224.20BSW B6" AC FULL DEPTHREPLACEMENT311(1.4%)0.4%0.4%0.5%0.4%0.4%0.4%0.4%1.5%1.5%10.0%10.0% 1.5%1.5%0.8%0.8%0.8%0.4%0.3%0.3%0.3%1.5%1.5%(1.6%)1.4%1.5%1.5%10.0'1.5'2.0'6.0'10.2'4.0'6.5'3.0'9.9'7.0'10.0'2.0'1.5'4.0'6'.0(224.20 FS)(224.04 TC)(223.39 FL)(223.87 TC)(223.12 FL)(224.01 FS)223.94 FS223.88 FS223.97 FS224.03 FS224.06 FS224.15 FS223.89 FS223.95 FS223.99 FS223.93 FS223.92 FS223.32 FS223.38 FS223.30 FL223.29 FS223.21 FL223.80 TC223.19 FL223.84 TC223.15 FL224.01 TC223.36 FL21.7'MONTEREY STFIELD DAY COFFEE1185 MONTEREY(E) 48" RCP(E) 15" PVC SEWER (2000)(E) 2" GASCONSTRUCTION NOTES (SHEETS C4 - C8)REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE RE-INSTALLEDREMOVE EXISTING AND INSTALL CATCH BASIN PER ENG. STD. 3350INSTALL TREE WELL PER ENG. STD. 8130. FRAME AND GRATE NOT REQUIREDREMOVE EXISTING AND INSTALL (N) 3'X2' CATCH BASIN PER CALTRANS STD. D72E (TYPE GO). FRAME AND GRATES PERCALTRANS STD. D77B (TYPE 24-10S)PROTECT (E) DRAINAGE INLET. REPLACE GRATES PER CALTRANS STD. D77B (TYPE 24-10S). GRATES MUST BE CUT TO EXACTDIMENSIONS SHOWN ON PLANSRESET BENCHMARK PER SECTION 5-1.26RESET MONUMENT PER SECTION 5-1.26ADJUST UTILITY BOX/COVER TO FINISHED SURFACEADJUST MANHOLE/VALVE COVER TO FINISHED SURFACE PER ENG. STD. 6040PROTECT (E) TRAFFIC SIGNALREPLACE DRIVEWAY PER ENG. STD. 2110INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3530PROTECT (E) ELECTRICAL EQUIPMENT ENCLOSUREREPLACE (E) 4" UNDERDRAIN PER ENG. STD. 3415REMOVE (E) STREET NAME SIGN POST AND INSTALL (E) STREET NAME SIGNS ON TOP OF THE STOP SIGNINSTALL NEW FIRE HYDRANT SPOOL TO PROVIDE PROPER CLEARANCE BETWEEN UNDERSIDE OF FLANGE AND SIDEWALKSURFACE PER CITY STD. 6310.PROTECT EXISTING POWER POLEREMOVE (E) AND INSTALL NEW COMMUNICATION MANHOLE PER ENG. STD. 9030REMOVE (E) STORM DRAIN MANHOLEREMOVE (E) SD PIPEREMOVE (E) RECTANGULAR CONCRETE BOXABANDON (E) TRAFFIC SIGNAL DETECTOR BOXLEGEND123456789101112131415161718192021(N) MISSION STYLE CONCRETE PERENG. STD. 4220REMOVE AND REPLACE AC/PCCPAVEMENT PER ENG. STD. 4110, 602012-1/2" INCH FULL DEPTH ACREPLACEMENT PER ENG STD. 4110.(E) LANDSCAPING (SEE GENERAL NOTES 3&4, SHEET C4)RE-GRADE TO MATCH NEW GRADETRUNCATED DOMES(N) CONCRETERESET (E) PAVERS22CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHN1" = 5'ARTERIALS 2023 HNMGBNFEB 202390346B32APPROVED: [Mo Day, Yr]C70SCALE IN FEET510NMONTEREY CONCRETE REPAIR SECTIONS1185 MONTEREYCONRETE REPAIR SECTION 111301 MONTEREYCONRETE REPAIR SECTION 221371 MONTEREYCONRETE REPAIR SECTION 336" INCH FULL DEPTH ACREPLACEMENT PER ENG STD. 4110.2/28/23 Item 2, Attachment 1 2502552602652502552602654+755+005+255+505+756+006+256+50STA. 6+37.50CONNECT TO (E) SD CULVERTPER DETAIL B, THIS SHEET(E) 2" GAS(E) CITYCOMMSTA. 4+80.79(N) DI-4RIM = 258.1'12" OUT 255.2' (NE)STA. 5+00.00(N) SDMH-2RIM = 258.4'12" IN 253.8' (SW)12" OUT 253.7' (SE)(N) 16' - 12" PVC (DR 14), S = 7.22%BY OPEN TRENCHING &REMOVE (E) 12" CMP(N) 136' - 12" PVC (DR 14), S = 4.90%BY OPEN TRENCHING &REMOVE (E) 12" CMPAC/PCC PAVEMENT RESTORATION PER ENG. STD. 4110 & 60201 SACK SLURRY BACKFILL PER ENG. STD. 6020AC PAVEMENT RESTORATION PER PAVING PLANSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASASASASASASASASASASASASASASASASASASASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWW WWWWWWWWWWWW W WTTTTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWSD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDA S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD (E) 6'X4' CULVERT+550+600(N) 136' - 12" PVC (DR 14)(N) 16' - 12"PVC (DR 14)STA 5+00.00(N) SDMH-2RIM = 258.36'CONNECT TO (E)SD CULVERTSTA 4+80.79(N) DI-4RIM = 258.05'CALIFORNIA BLVDPALM ST 5.7'3.5'5.0'6.8'5.8'6.0'4.6'(E) ABANDONED 8" VCP SEWER(E) 15" PVC SEWER(E) 8" PVC WATER(E) 16" DI WATER(E) ABANDONED 16" CI WATER(E) 6" VCP SEWER(E) 2" GAS(E) CITY COMM (E) 8" CI WATER (E) 8" VCP SEWER (E) 8" CI WATER (E) 15" PVC SEWER(E) 8" PVC WATER(E) 16" DI WATER(E) 6" VCP SEWER 3.1'3.5' (E) 2" GAS12 4SDSDSDSDSDSDSDSDSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSTTTTTTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGGGGGWWWAWAWAWAWAWAWAWAWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTEESDSDSDSDSDSDSDSDSD(N) 58' - 12" PVC (DR 14)STA 1+99.98(N) DI-3RIM = 294.96'STA 2+60.26(N) SDMH-1RIM = 293.09'CONNECT TO (E)CONCRETE BOX(E) 2" GAS(E) CITY COMM(E) 16" CI WATER(E) 8" PVC WATER(E) 8" PVC WATER(E) 6" VCP SEWER(E) 2" GAS(E) 8" PVC WATER(E) 6" VCP SEWER (E) 16" DI WATER(E) ABANDONED 16" CI WATER (E) 6" VCP SEWER(E) 16" DI WATER(E) TRAFFIC SIGNALCALIFORNIA BLVDMILL ST 212(N) 11' - DRAIN2902952902952+002+252+502+75 2+90(E) 2" GAS(E) 8" PVC WATER(E) 6" VCP SEWER(E) TRAFFICSIGNAL CONDUITS(N) 58' - 12" PVC (DR 14), S = 3.09%BY OPEN TRENCHINGREMOVE (E) 12"X16" CMP(E) CONCRETEBOX DRAIN10" AC PAVEMENT RESTORATION PER ENG. STD. 4110 & 60201 SACK SLURRY BACKFILL PER ENG. STD. 6020STA. 1+99.98(N) DI-3RIM = 295.0'12" OUT 292.9' (SE)STA. 2+60.26(N) SDMH-1RIM = 293.1'12" IN 291.0' (NW)CONCRETE BOX OUT 291.0' (SE)(N) 11' - CONCRETE BOX, S = 2.94%PER DETAIL A, THIS SHEETCONNECT TO (E) CONCRETE BOX.INSTALL 1/2" DOWEL BARS ATSAWCUT, 15" LONG AT 12" O.CCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNCALIFORNIA STORM DRAIN IMPROVEMENTS ARTERIALS 2023 HNMGBNFEB 202390346B32APPROVED: [Mo Day, Yr]C80SCALE IN FEET1020N (E) CULVERTINVERT(E) CULVERTINSIDE WALL FACE(N) SD PIPEPER PLANSSCALE: NTSSD CULVERT PIPE CONNNECTIONBNOTES1. CORE HOLE 4" DIA. LARGER THAN (N) SD PIPE2. GROUT ANNULUS, FINISH FLUSH WITH SIDE WALL FACENON-SHRINK GROUTSEE NOTE 2SCALE: NTSCONCRETE BOX DRAINA6"24" 6"6"6"6"HORIZ 1" = 10'VERT 1" = 2'#4 @ 12" O.C.BOTH WAYSCLASS 2 BASE6" MIN. DEPTH(95% COMPACTION)6" CONCRETE(CLASS 2)REMOVE EXISTING AND INSTALL CATCH BASIN PER ENG. STD. 3350REMOVE EXISTING AND INSTALL (N) 3'X2' CATCH BASIN PER CALTRANS STD. D72E (TYPE GO). FRAME AND GRATES PERCALTRANS STD. D77B (TYPE 24-10S)INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 35302CONSTRUCTION NOTES (SHEETS C4 - C8)4122/28/23 Item 2, Attachment 1 (E) 12" CMPEXISTING OUTLET BOX.PROTECT IN PLACE(N) 70' - DUAL 14" Ductile Iron PipeREMOVE AND REPLACE SIDEWALK,CURB & GUTTER. MATCH SIDEWALKAND CURB AND GUTTER ATEXPANSION JOINT(E) 3" GAS LINEABANDONEDWATER LINE(E) 8" VCP SEWER LINETTTTTTTTTTTTEEEEEEEEEEEEEEET T T T (E) COMM LINE(E) ELECTRICAL LINE(E) 8" C900 PVCWATER LINEREMOVE (E) DUAL 22"X13" CMP9.0'6.0'1.5'PROTECT EXISTINGFIRE HYDRANT3.5'PROTECT (E)CATCH BASINORCUTT RDJOHNSON AVE ROWROW0+001+000+000+509394959697989910010110210310493949596979899100101102103104-0+16-0+15 -0+10 -0+05 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80 0+85 0+90 0+95 1+00EXISTING OUTLET BOXPROTECT IN PLACE12-1/2" AC PAVEMENT RESTORATION PER ENG. STD. 4110 & 60201 SACK SLURRY BACKFILL PER ENG. STD. 6020EXSITING GROUNDEXISTING RETAINING WALL(N) 70' - DUAL 14" Duct i le Iron P ipe, S = 4.69%BY OPEN TRENCHING. HOLD EXISTING LINE AND GRADESTA 0+92.21CONNECT DUAL 14" DIP TO (E)CATCH BASIN PER ENG. STD 3540(CASE A). MATCH EXISTING INVERT.INV = 97.05STA 0+22.69CONNECT DUAL 14" DIP TO (E)OUTLET STRUCTURE PER ENG. STD3540 . MATCH EXISTING INVERT.INV = 93.79(E) 3" GAS LINE(E) 8" C900 PVCWATER LINE(E) TEL DUCT BANKEXISTING CATCH BASIN.PROTECT IN PLACE(E) 8" VCP SEWER LINE0510CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARARWBHBN1" = 5'FEB 202390346B32CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FOR NIA No. C 92258ANT H ONYM. RAMOSJOHNSONS AND ORCUTT STORM DRAIN IMPROVEMENTSC9NNOTES:1. EXISTING UTILITY LOCATIONS AND DEPTHS BASED ONAS-BUILT INFORMATION AND FIELD INVESTIGATION.CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTINGUTILITIES PRIOR TO EXCAVATION.2. ELEVATIONS SHOWN ARE REFERENCE ELEVATIONS ANDDO NOT REFLECT A SURVEY TIED TO A BENCHMARK.LEGEND:REMOVE 12-1/2" OF MATERIAL AND REPLACEWITH 12-1/2" HMA PER DETAIL 1, SHEET D2J:\Projects\ActiveProjects\Street Improvements\90346B - Arterials 2023\450 Design Working Documents\454 CAD\454.2 Drawings\Curb Ramps 1.dwg 2/28/23 Item 2, Attachment 1 SD SDSDSDSD/////////////////////////////WVWMWVDDSGGGGGGGG G G /////////////////////////SDWW WSS SSSS D24" TREE1216200.770PMY PA LL 1217200.665PMY PA LL SC G 2 " ST L 1268199.922PMB PE RP 1401200.4 4 3 TR PL AN T ER 1423200.4 9 5 PMY P AL L 1424200.4 0 5 PMY P AL L 1429200.6 3 4 PMB T 1459200.569PMG 1460200.5 1 0 PMG 1461200.5 1 7 PMG 1468200.783PMB 1761199.191PMY PAALL SCG 2" STL1762199.236PMY PAALL SCG 2" STL 1770199.979PMG 1824199.6 1 2 PMY T 1884199.012PMG1889198.907PMG PIPE DIR 1906199.3 6 4 PMY 1907199.3 2 3PMY 1908199.323PMY 1953200.003TR PLANTER ////////////////// /// /// GAS GAS GAS GAS WL WL WL WL WLGASGAS GASGASGASSS SS SS SS SS SSSSSSSSSSSSSSGASGASGASGASGASWLO/H O/H O/H O/H O/H O/HTC=199.72 'FL=198.90 'TC=199.69 'FL=199.09 ' TC=199.75'FL=199.12'TC=199.62'FL=199.01' TC=2 0 1 . 3 1 ' FL=2 0 0 . 7 6 'TC=200.54'FL=199.95'200200 2 0 2 1211201.167FN 3383200.434CKPT2 1 7 3820200.432CKPT2 1 7 3553200.115EC2 TR EE WE L L 3554200.1 0 9 EC2 T RE EW E LL 1005200.4 6 0 CKPT 2 17 1212201.135FN 1221200.893FN 1222200.626FN 1226200.634FN 90 1236200.5 7 0 CONC 1238200.692CONC 1239200.785CONC 1246201.0743IN DR A IN 1250199.940DI90 1251199.9 1 8 DI901252199.831DI90 1253199.87112IN CM P - 1 .9 3 0I N V 1254199.9 4 7 PIPE D IR 1255199.9 3 5 12IN P IP E -2 . 03 I NV 1256200.151PIPE D I R 1266200.496SDMH 1267200.5 3 9 FH 1271200.486EC 1272200.5 7 1 EC90 1279201.280STOP 1336201.599FN 1341201.6 8 7 CONC 1342201.583FN 1344201.5 5 0 CONC 1349201.386WM 1351201.359FN 1352201.206FN 1354201.231CONC 1362200.6 2 4 EC 1365200.5 1 4 EC 1382201.042 BOW B C 1383201.957TOW 1384 201.94 8TOW 1385201.98 7TOW 1386 200.98 5 BOW 1387 200.99 5BOW 1388 200.95 2BOW 1389200.929BOW 1390200.933BOW 1391201.854TOW 1392 201.88 0TOW 1393 201.94 7TOW 1396200.809EC 1402200.7 6 3 EC 1404200.872BOW1405 201.72 0TOW 1406201.600TOW 1407 200.810BOW 1409200.735EC 1414200.6 7 0 EC 1416201.459TOW 1417 201.30 0TOW 1418200.666BOW 1419200.614BOW 1420201.146TOW 1422200.5 3 3 CONC 1428200.546WV 1458200.5 2 0 SSMH 1462200.774WV 1765199.222STPR 1FT W1766199.667STPR 1FT W1767199.939STPR 1FT W 1768200.043STPR 1FT W1769199.969SDMH1771199.949EC 1772200.001EC 1773199.973EC1774199.919EC1830199.720EC1833199.777EC 1841199.90124IN TR1848199.728EC1853199.749EC1862199.767EC1866199.784EC 1871199.790SP1875199.782EC901877199.900SP 1885198.742DI901887198.888DI90 1888198.796DI90 1890198.93518IN CMP -2.3 INV 1891199.342PIPE DIR1892198.9191IN CMP -2.35 INV 1893199.314PIPE DIR1894198.92012IN CMP -2.25 INV1898199.719FC DI1904199.723EC90 1905199.801EC901932199.765EC 1941199.669EC901942199.728EC90 1943199.766EC901944199.720EC90 1951199.862EC1952199.862EC 1962199.809EC 1968199.751LID 1987200.479CKPT2 1 7 1247199.9 8 7 EC90 1248199.9 5 3 EC901249199.938EC90 1886198.791DI906000199.669ckpt231 2272312170.7%2.8%2.8%1.0%8 .1 %0.3%1.6%1.6%0.5%2.1%7.1%2.4%14.4%1 .0 % 13.5% 0.5%3.0%1.1%1.5%1.5%1.5%1.5%0.1%1.6%0.5% 4.5%4.5%4.5%4.5%7.5%7.5%1.0%1.5%1.5%2.8%0.0%1.2%1.5%1.5%1.2%1.0%1.4%1.4%1.9%0.0%0.4%1.6%5 .9 %5.9%0.4%3.1%3.1% 3.1%1.5%2.8%(E) GAS200.71 FS8.7'5.0'0.6'44.8'6.0'3.7'2.4'0.6%6.88%5.80%5.0'0.62%5. 2 7%6.64%4.96%1.16%3.91%5.13% 8.22% 8.54% 2. 2 5 % 2.8 7 % 5.17%200.63 FS1.5'1.5'3.0' 1.5'3.0'5.0' 1.2%41.1'22.0'33.9'5.0'(E) GAS (E) WATER 10.6'7.0'R=10'4.6'5.7'4.2'5.8'1.0'41.1'5.0'5.0'1.5'3.0'9.0'7.0'3.7'5.4' 5. 1 '5.4'R=10'3.7'7.0'34.1'200.54 TC200.67 TC200.56 TC200.46 FL200.51 FL200.56 TC200.65 TC200.82 TC200.64 FS(201.68 FS)(201.65 TC)(200.81 FS)(200.57 TC)199.87 FL199.71 FL199.73 FL199.73 FL199.82 FL200.32 FL(201.04 FL)(199.96 FL)(199.69 TC)(199.08 FL)199.53 TC199.02 FL0.3%0.4% 2.0%2.0%2.5%0.6%1.0%2.4%2.4%2.4%2.3%1.8%(199.90 FS)(199.84 FS)199.81 FS199.78 FS(199.51 TC)(198.89 FL)1.5%1.5%1.7%199.75 FS199.74 FS199.78 FS4.2'199.37 FL199.41 FL198.94 FL199.75 TC199.74 TC198.91 FL199.71 TC199.21 FL199.88 FS199.81 FS199.87 FS200.81 FS200.74 FS(201.48 FS)(199.99 FS)SEE SHEET 4 FOR STORMDRAIN IMPROVEMENTS1REPLACE STOP MARKINGREPLACE 12"WHITE44223PROTECT (E) SIGNPROTECT (E) SIGNPROTECT (E) TREE. CITYARBORIST SHALL BEPRESENT DURINGCONSTRUCTIONPROTECT (E)TREE, TYP.PROTECT (E) RETAINING CURBPROTECT (E) FENCEABANDON (E) FIREHYDRANT SERVICEAND VALVES PER CITYSTD. DWG. 605055676767(1.95%)3.0%200.76 FS200201(200)(200)(201)(202)(200)(199)(199)199(E)3" STEEL GAS (E)8" DI WATER (E) 6" VCP SEWER(E)6" VCP SEWER REPLACE STOP MARKINGREPLACE 12" WHITEFUNSTON AVEFUNSTON AVELAWTON AVE 5.50% (4.69%)(6.70%)(4.74%)(0.55%) 1.7%1.7%1.7% 2.2%200.26 GB(200.76 FS)24.1'12.8'18.1'30.6' 21.9'50.0'47.0'1212LAWTON AVECENTERLINEFUNSTON AVECENTERLINEFUNSTON AVECENTERLINE4.4'3.0'14 LF20 LFWV12REMOVE (E) 12" CMPREMOVE (E) 18" CMP200.73 FSN: 2294441.79E: 5768661.14BEGIN CURB AND GUTTERN: 2294434.12E: 5768620.76END CURB AND GUTTERN: 2294467.86E: 5768569.44BEGIN CURB AND GUTTERN: 2294464.22E: 5768716.38END CURB AND GUTTER(200.84 FS)SAWCUT AP(201.40 FS)SAWCUT AP(199.23 FS)SAWCUT AP(199.21 FS)SAWCUT AP(6.36%)(200.63 FS)(E) 60" CONCRETEARCHED CULVERT(E) 60" CONCRETEARCHED CULVERT(E) 60" CONCRETEARCHED BOX CULVERTPROJECT TITLE:0SCALE IN FEET510NCONSTRUCTION NOTES (SHEETS C10-C13)RELOCATE FIRE HYDRANT PER ENG STD. 6310INSTALL TRUNCATED DOMES (3' DEPTH TYP.) PER ENG. STD. 4440RESET BENCHMARK PER SECTION 5-1.26PAINT RED CURB, LENGTH PER PLANREMOVE (E) CATCH BASIN AND BACKFILL WITH 1 SACK SLURRYREMOVE (E) CATCH BASIN AND INSTALL (N) CATCH BASIN. TYPE PERPLANINSTALL (N) CATCH BASIN PER ENG. STD. 3355INSTALL (N) CATCH BASIN PER ENG. STD. 3360REMOVE (E) SDMH AND INSTALL (N) SDMH PER ENG. STD. 3530ADJUST EXISTING FRAMES, COVERS, GRATES, WATER METERS ANDMANHOLES TO BE PROTECTED TO FINISHED SURFACE PER 15-1.03DLEGEND(N) CONCRETE(N) TRUNCATED DOMES(N) 6" FULL DEPTH AC REPLACEMENTGENERAL NOTES1. CONSTRUCT CURB RAMPS PER CITY ENG. STD. 44402. CONSTRUCT SIDEWALK, CURB AND GUTTER PER CITY ENG. STD. 4110 & 40303. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENG. STD. 49104. TRENCH EXCAVATION PER ENG. STD. 60205. CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE PAINT CAN BE APPLIED.123456789J:\Projects\ActiveProjects\Drainage\1000197 - Funston and Lawton\450 Design Working Documents\454 CAD\454.2 Drawings\1000197 Plans.dwg 12CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARARWBHBN1" = 5'FEB 202390346B32CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FO R N IA No. C 92258ANT H ONYM.RAMOSFUNSTON AND LAWTON CURB RAMP IMPROVEMENTS AND GRADING - SOUTHC10 THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE 2007 CITY OF SAN LUISOBISPO HORIZONTAL CONTROL NETWORK USING SLO CONTROL POINTS #8063 AND#8073 HAVING A CALCULATED BEARING OF SOUTH 26°38'48" EAST AND A DISTANCEOF 3277.04' (GRID). DESIGNATED POINTS ARE PUBLISHED IN A CONTROL INVENTORYON FILE WITH THE CITY OF SAN LUIS OBISPO PUBLIC WORKS DEPARTMENT.HORIZONTAL DATUM FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983,CORS 1996 ADJUSTMENT [NAD83(CORS96)], EPOCH DATE OF 2002.0000.THE ORTHOMETRIC HEIGHTS (ELEVATIONS) ARE BASED ON THE CITY OF SAN LUISOBISPO BENCHMARK SYSTEM, 1988 NORTH AMERICAN VERTICAL DATUM. THISSURVEY TIED TO THE BENCHMARK DESIGNATED SLO BENCHMARK #81. LOCATEDON TOP CURB AT THE SOUTH EAST CORNER OF BROAD AND ALPHONSO HAVING APUBLISHED ELEVATION OF 210.28'.FUNSTON AND LAWTON - SURVEY NOTES (SHEETS C10-C13)BASIS OF BEARINGSBENCHMARK2/28/23 Item 2, Attachment 1 SDSDSDSDSDSDSDSD ////////////////////////////////////////// /// ///////// ////////////////////////////////////////////////////////////////////////WVWVWVWVWMPPPPDDDSDSDSD G SD SDSDGW WWW1028201.1 8 0 TR PL AN T ER 1039201.118TR PLA NT E R 1103200.327PMGPI P E D IR 1126200.689PMG 1127200.727PMG 1128200.776PMG 1465200.8 3 4 PMB 1466200.802PMB 1467200.792PMB1468200.7 8 3 PMB 1469200.774PMB 1470200.684PMB 1479200.8 9 2 PMB PL L 1782200.154PMG1783200.176PMG1784200.143PMG 1796200.837PMY 1819200.125ACGAS GAS GAS GAS GAS GAS GAS GASGASGASWL WL WL WL WL SS SS SS SS SS SS SSWLWLWLWLWLWL WLWLWLWLWLWLWLO/H O/H O/H O/H O/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/H O/H O/H 201TC=200.42'FL=199.94'TC=200.33'FL=199.85' TC = 2 0 1 . 8 0 ' FL= 2 0 1 . 1 9 'TC=201.17'FL=200.71'2002 0 1 2 0 2 1004200.7 7 1 CKPT 2 15 1017201.6 4 6 EC 1024201.4 8 9 EC 1025201.541FN 1027201.3 4 1 EC 1034201.271EC 1035201.3 5 9 FN BS W 3 IN DR A IN 1037201.238FN BSW 1038201.085EC 1040201.018EC 1042201.117FN AP B SW 1043200.945EC AP 1044200.8 4 8 EC 1045201.072EC 1046201.0 7 4 EC 1047201.104EC 1048201.3 3 9 EC FN AP 1074201.1 7 4 EC 1075201.091 EC 1076201.031EC 1077201.116EC LIP 1080201.667WM 1098199.9 1 0 DI90 1099200.4 8 2 DI90 1100200.471DI90 1101199.9 3 3 DI90 F L 1102200.2 5 9 8IIN P I PE - 1. 3 IN V 1115200.736DI90 1116200.323DI90 1117200.6 8 2 DI90 1118200.35812IN CM P - 1 .5 I NV 1119200.433PIPE D I R 1121201.1 2 1 SP 1124200.8 1 1 PP 1125200.7 2 6 SDMH 1130200.793STRP 1 F T W 1276200.998STPR 1 F T W 1277201.0 8 4 STPR 1F T W 1279201.2 8 0 STOP 1280201.4 2 8 STOP 1462200.7 7 4WV 1463200.6 8 8WV 1464200.807WV 1600200.200CKPT229 1611201.576TOW1612201.530TOW1613201.590TOW 1615201.251BOW 1616201.323BOW1619200.486EL1625201.062BOW1626201.585TOW1627201.560TOW1628200.932BOW1634201.550TOW1637200.641FC DI1639200.587SDMH 1642200.741BOW 1644201.570TOW1646201.540TOW1647200.643BOW1648200.554CONC1651200.522BOW TOW21652200.578BOW1653201.577TOW1654201.584TOW POC1655200.565BOW POC1656200.098BOW2 POC1657200.548TOW2 POC1658200.447TOW2BOW2 1659200.460BOW 1660201.591TOW 1690200.424BOW1700200.442BOW 1701200.452BOW1712200.385PP1768200.043STPR 1FT W1772200.001EC 1773199.973EC 1781200.144SDMH? 1785200.3 5 6WV 1988200.782CKPT2 1 5 1036201.2 3 8 FN BS W 1120201.120SP 1689200.421BOW 4407200.7 6 4 CKPT 2 15 2152272291.0%2.5%7.1%2.6%3.7%4.9%1.0%4 .5 %4.5%6.4%1.1% 2.0% 1.5% 1.5% 1. 2 % 1. 2 %2.0%2.5%2.5%3.5%1.6%1.0%1.5%7. 0 % 7. 0 %1.0%4. 5 % 4. 5 %1.5%0.1% 1.3%1.5%1.0%6.4%1.7%4.8%4.8%1.0%1.5%1.5%6.4%1.0%3.4%1.5%1.5%0.7%3.2%2.8%4.5%4.5%(E) WATER(E) WATER0. 0 3 %1.48%0.24% 2.32% 3.71% 3.80%1.02%3.95%3.24%0.84%33.9'1.5'5.8'5.8'1.5'3.0'5.0'9.6'14.6'10.8'5.0' 5.0'5.0'9.0'3.7'26.5'5.0'(E) WATER12.1'2.6'9.3'5.0'R=15'9.3'1.4'7.0'4.3'3.0' 9.8' 7.7'11.4'6.5'5.0'5.3'5.1'5.3'5.6'4.3'7.0'15.8'5.0'1.5'6.0'6.0'20.7'2.0'10.1'4.6'2.0%3.06%3.02%R=10'0.78%1.63% 1.7%1.7%1.5%1.5%0.4%5.0'1.5% 6.2% 1.1% 1.1% 1.1%1.1%3 .9 %4.4%2.5%2.5%2.5%3.0%1.0%(200.45 FS)(200.30 TC)(199.82 FL)1.5%200.40 TC199.90 FL200.57 TC200.07 FL200.65 FS200.65 TC200.32 FS200.37 FS200.62 TC200.58 TC200.55 FS200.55 TC200.24 FL200.29 FL200.47 TC199.84 FL200.74 FS(200.90 FS)(200.74 TC)(200.23 FL)200.65 TC199.99 FL200.59 TC199.77 FL200.52 TC199.69 FL1.8%0.8%200.49 FS1.7%1.7%1.9%(201.30 TC)(200.80 FL)(201.92 TC)(201.32 FL)(201.40 FS)(202.04 FS)201.86 FS201.21 FS1.3% 1.3%201.34 FS201.26 FS201.20 FS201.13 FS201.03 FS200.98 FS201.14 TC200.31 FL201.07 TC200.24 FL201.02 TC200.19 FL200.97 TC200.47 FL1.5%1.5%2.0%1.8%1.8%1.8%1.8%3.6%2.5%(201.48 FS)(199.99 FS)(201.03 FS)SEE SHEET 5 FOR STORMDRAIN IMPROVEMENTS3996768201.12 FS201.09 FS201.06 FS2.7%201.02 TC200.52 FL201.12 TC200.29 FL201.21 TC200.38 FL201.38 TC200.88 FL201.77 TC201.27 FL1.5%(1.95%)200.76 FS67PROTECT (E)POWER POLE10PROTECT (E)POWER POLEPROTECT (E) RETAININGCURB AND FENCE22PROTECT(E) SIGN200200 2 0 1 201200202(200)(201)(201)(201)(202)(200)(E) 6" CI WATER(E) 6" CI WATER(E) 3" STEEL GAS (E) 8" DI WATER (E) 6" VCP SEWER REPLACE STOP MARKINGREPLACE 12" WHITEFUNSTON AVELAWTON AVE 4. 5 '1.5'0.16% (2.92%)(4.42%)(1.36%)(1.81%)0.53%18.0'16.2'50.0'50.9'47.0'121212LAWTON AVECENTERLINEFUNSTON AVECENTERLINE3. 0 '3.0'1.9'201.04 FSREMOVE (E)15" CMPREMOVE (E) 24" CMPREMOVE (E) 24" CMPREMOVE (E)24" CMPREMOVE (E)24" CMPN: 2294504.53E: 5768710.21END CURB AND GUTTERN: 2294546.19E: 5768663.37BEGIN CURB AND GUTTER(201.34 FS)N: 2294537.24E: 5768623.00END CURB AND GUTTERN: 2294507.17E: 5768592.59END CURB AND GUTTER(0.43%)(201.26 FS)SAWCUT AP(201.68 FS)SAWCUT AP(201.03 FS)SAWCUT AP(200.88 FS)SAWCUT AP0SCALE IN FEET510NCONSTRUCTION NOTES (SHEETS C10-C13)RELOCATE FIRE HYDARNT PER ENG STD. 6310INSTALL TRUNCATED DOMES (3' DEPTH TYP.) PER ENG. STD. 4440RESET BENCHMARK PER SECTION 5-1.26PAINT RED CURBREMOVE (E) CATCH BASIN AND BACKFILL WITH 1 SACK SLURRYREMOVE (E) CATCH BASIN AND INSTALL (N) CATCH BASIN. TYPE PERPLANINSTALL (N) CATCH BASIN PER ENG. STD. 3355INSTALL (N) CATCH BASIN PER ENG. STD. 3360REMOVE (E) SDMH AND INSTALL (N) SDMH PER ENG. STD. 3530REMOVE (E) TREEADJUST EXISTING FRAMES, COVERS, GRATES, WATER METERS ANDMANHOLES TO BE PROTECTED TO FINISHED SURFACE PER 15-1.03DLEGEND(N) CONCRETE(N) TRUNCATED DOMES(N) 6" FULL DEPTH AC REPLACEMENTGENERAL NOTES1. CONSTRUCT CURB RAMPS PER CITY ENG. STD. 44402. CONSTRUCT SIDEWALK, CURB AND GUTTER PER CITY ENG. STD. 4110 & 40303. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENG. STD 49104. TRENCH EXCAVATION PER ENG. STD. 60205. CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE PAINT CAN BE APPLIED.12345678910J:\Projects\ActiveProjects\Drainage\1000197 - Funston and Lawton\450 Design Working Documents\454 CAD\454.2 Drawings\1000197 Plans.dwg12 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARARWBHBN1" = 5'FEB 202390346B32CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FO R N IA No. C 92258ANT H ONYM. RAMOSFUNSTON AND LAWTON CURB RAMP IMPROVEMENTS AND GRADING - NORTHC11 2/28/23 Item 2, Attachment 1 SD SDSDSD///////////////////////////WMWVDDSGGGGGGGG /////////SDWW WSS SSSS D24" TREE1216200.770PMY PA LL 1217200.665PMY PA LL SC G 2 " ST L 1268199.922PMB PE RP 1423200.4 9 5 PMY P AL L 1424200.4 0 5 PMY P AL L 1429200.6 3 4 PMB T 1459200.569PMG 1460200.5 1 0 PMG 1461200.5 1 7 PMG 1761199.191PMY PAALL SCG 2" STL1762199.236PMY PAALL SCG 2" STL 1770199.979PMG 1824199.6 1 2 PMY T 1884199.012PMG1889198.907PMG PIPE DIR 1906199.3 6 4 PMY /// /// /// GAS GAS GAS WL WL WLGASGAS GASGASGASSS SS SS SSSSSSSSSSSSSSGASGASGASGASGASWLO/H O/H O/H O/H 1211201.167FN 3383200.434CKPT2 1 7 3820200.432CKPT2 1 7 3553200.115EC2 TR EE WE L L 3554200.1 0 9 EC2 T RE EW E LL 1005200.4 6 0 CKPT 2 17 1212201.135FN 1221200.893FN 1222200.626FN 1226200.634FN 90 1236200.5 7 0 CONC 1238200.692CONC 1239200.785CONC 1246201.0743IN DR A IN 1250199.940DI90 1251199.9 1 8 DI901252199.831DI90 1253199.87112IN CM P - 1 .9 3 0I N V 1254199.9 4 7 PIPE D IR 1255199.9 3 5 12IN P IP E -2 . 03 I NV 1256200.151PIPE D I R 1266200.496SDMH 1267200.5 3 9 FH 1271200.486EC 1272200.5 7 1 EC90 1279201.280STOP 1336201.599FN 1341201.6 8 7 CONC 1342201.583FN 1344201.5 5 0 CONC 1349201.386WM 1351201.359FN 1352201.206FN 1354201.231CONC 1362200.6 2 4 EC 1365200.5 1 4 EC 1414200.6 7 0 EC 1416201.459TOW 1417 201.30 0TOW 1418200.666BOW 1419 200.614BOW 1420201.146TOW 1422200.5 3 3 CONC 1428200.546WV 1458200.5 2 0 SSMH 1765199.222STPR 1FT W1766199.667STPR 1FT W1767199.939STPR 1FT W 1768200.043STPR 1FT W1769199.969SDMH1771199.949EC 1772200.001EC 1773199.973EC1774199.919EC1830199.720EC1833199.777EC 1841199.90124IN TR1848199.728EC1853199.749EC1862199.767EC1866199.784EC 1871199.790SP1875199.782EC901877199.900SP 1885198.742DI901887198.888DI90 1888198.796DI90 1890198.93518IN CMP -2.3 INV 1891199.342PIPE DIR1892198.9191IN CMP -2.35 INV 1893199.314PIPE D I R 1894198.92012IN CMP -2.25 INV1898199.719FC DI1904199.723EC90 1905199.801EC90 1968199.751LID 1987200.479CKPT2 1 7 1247199.9 8 7 EC90 1248199.9 5 3 EC901249199.938EC90 1886198.791DI906000199.669ckpt231 227231217STA 10+30.96(N) DI-4RIM = 199.77'(N) 27' - 24" HDPE Pipe(N) 41' - 18" HDPE Pipe(N ) 9 ' - 1 8 " H D P E P i p e STA 10+88.61(N) DI-6RIM = 200.63'FUNSTON AVELAWTON AVE (E) GAS(E) GAS (E) WATER (E)3" STEEL GAS (E) 8" DI WATER (E) 6" VCP SEWER(E) 6" VCP SEWER REMOVE (E) 12" CMPREMOVE (E) 18" CMP3ABANDON (E) FIRE HYDRANTSERVICE AND VALVES PER CITYSTD. DWG. 60505517771166WV9+7510+0010+50STA 10+75.18(N) DI-5RIM = 200.59'REMOVE (E) 12" CMPREMOVE (E) 12" CMP(E) 60" CONCRETEARCHED BOX CULVERT(E) 60" CONCRETEARCHED BOX CULVERT1921931941951961971981992002012021921931941951961971981992002012029+90 9+95 10+00 10+05 10+10 10+15 10+20 10+25 10+30 10+35 10+40 10+45 10+50 10+55 10+60 10+65 10+70 10+75 10+80 10+85 10+90 10+9519319419519619719819920020120220339+95 40+00 40+05 40+10 40+15 40+20 40+25(N) 27' - 24" HDPE Pipe, S = 1.00%BY OPEN TRENCHING(N) 41' - 18" HDPE Pipe, S = 1.00%BY OPEN TRENCHING(N) 9' - 18" HDPE Pipe, S = 1.00%BY OPEN TRENCHING(E) 60" CONCRETE BOXEDARCH CULVERTSTA. 10+30.96(N) DI-4RIM = 199.77'18" IN 192.91' (E)24" OUT 192.81' (N)STA. 1+00.00(E) SDMHRIM = 200.05'24" IN 192.75' (NE)24" IN 192.50' (S)60" IN 192.35' (E)60" OUT 192.35' (W)STA. 10+75.18(N) DI-5RIM = 200.59'18" IN 193.45' (NE)18" OUT 193.35' (W)STA. 10+88.61(N) DI-6RIM = 200.63'18" OUT 193.59' (SW)(E) 8" DI WATER LINE(E) 6" SEWER(E) 3" STEEL GAS(E) 3" STEEL GASSTA. 1+65.47 = 40+00.00(N) SDMH-2RIM = 200.87'18" IN 193.60' (N)18" IN 193.60' (E)18" OUT 193.50' (W)(N) 16' - 18" HDPE Pipe, S = 2.00%BY OPEN TRENCHINGSTA. 40+19.41 (N) DI-2RIM = 201.07'18" OUT 193.99' (S)CONNECTION TO (E) BOXED ARCHCULVERT PER ENG. STD. 3540FINISHED SURFACEEXISTING SURFACEFINISHED SURFACEEXISTING SURFACE0SCALE IN FEET510NCONSTRUCTION NOTES (SHEETS C10-C13)RELOCATE FIRE HYDARNT PER ENG STD. 6310RESET BENCHMARK PER SECTION 5-1.26REMOVE (E) CATCH BASIN AND BACKFILL WITH 1 SACK SLURRYREMOVE (E) CATCH BASIN AND INSTALL (N) CATCH BASIN. TYPE PERPLANINSTALL (N) CATCH BASIN PER ENG. STD. 3355REMOVE (E) SDMH AND INSTALL (N) SDMH PER ENG. STD. 3530CONNECT TO (E) 60" CONCRETE BOXED ARCH CULVERT PER ENG.STD. 354013579116J:\Projects\ActiveProjects\Drainage\1000197 - Funston and Lawton\450 Design Working Documents\454 CAD\454.2 Drawings\1000197 Plans.dwg CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARARWBHBN1" = 5'FEB 202390346B32CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FO R N IA No. C 92258ANT H ONYM.RAMOSFUNSTON AND LAWTON STORM DRAIN IMPROVEMENTS - SOUTHC12 2/28/23 Item 2, Attachment 1 SDSDSDSDSDSDSDSD ////////////////////////////////////////// /// ////////////////////////////////////////////WVWVWVWVWMPPPPDDDDSDSDSDSD SDSDWWW1103200.3 2 7 PMGP I PE DI R 1126200.6 8 9 PMG 1127200.7 2 7 PMG 1128200.7 7 6 PMG 1465200.834PMB 1466200.802PMB 1467200.792PMB 1468200.783PMB 1469200.774PMB 1470200.684PMB 1782200.154PMG1783200.176PMG1784200.143PMG 1819200.125ACGASGAS GAS GAS WL WL WL SS SS SS SSWLWLWLWLWLWL WLWLWLWLWLWLWLO/H O/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/H O/H O/H 1004200.771CKPT2 1 5 1037201.238 FN BS W 1038201.0 8 5 EC 1040201.0 1 8 EC 1042201.117 FN AP BS W 1043200.9 4 5 EC AP 1044200.848EC 1045201.0 7 2 EC 1046201.074EC 1047201.1 0 4 EC 1048201.339EC FN A P 1074201.174EC 1075201.0 9 1 EC 1076201.0 3 1 EC 1077201.1 1 6 EC LI P 1080201.667WM 1098199.910DI90 1099200.482DI90 1100200.4 7 1 DI90 1101199.933DI90 FL 1102200.2598IIN PIP E - 1 .3 I NV 1115200.7 3 6 DI90 1116200.323 DI90 1117200.682DI90 1118200.3 5 8 12IN C MP -1 . 5 IN V 1119200.4 3 3 PIPE D IR 1121201.121SP 1124200.811PP 1125200.726SDMH 1130200.7 9 3 STRP 1F T W 1276200.9 9 8 STPR 1F T W 1277201.084STPR 1 F T W 1279201.280STOP 1280201.428STOP 1462200.774WV 1463200.688WV 1464200.8 0 7WV 1600200.200CKPT229 1639200.587SDMH1646201.540TOW1647200.643BOW1648200.554CONC1651200.522BOW TOW21652200.578BOW1653201.577TOW1654201.584TOW POC1655200.565BOW POC1656200.098BOW2 POC1657200.548TOW2 POC1658200.447TOW2BOW2 1659200.460BOW 1660201.591TOW1700200.442BOW 1701200.452BOW1712200.385PP1768200.043STPR 1FT W1769199.969SDMH 1772200.001EC 1773199.973EC 1781200.144SDMH? 1785200.356WV 1988200.7 8 2 CKPT 2 15 1036201.238FN BSW 1120201.1 2 0 SP 4407200.764CKPT2 1 5 215227229(E) WATER(E) WATERFUNSTON AVELAWTON AVE STA 1+65.47=40+00.00(N) SDMH-2RIM = 200.87'STA 1+26.24=30+00.00(N) SDMH-1RIM = 200.44'STA 1+83.81(N) DI-3RIM = 201.19'STA 40+19.41(N) DI-2RIM = 201.07'STA 30+22.26(N) DI-1RIM = 200.59'(E) WATER11 (E) 6" CI WATER(E) 6" CI WATER(E) 3" STEEL GAS (E) 8" DI WATER (E) 6" VCP SEWER(N) 35' - 18" HDPE Pipe(N) 21' - 24" HDPE Pipe (N) 19' - 18" HDPE Pipe(N) 1 6 ' - 1 8 " H D P E P i p e (N) 15' - 18" HDPE Pipe0+751+001+50STA 40+00=STA 1+65.47STA 30+00=1+26.34REMOVE (E)24" CMPREMOVE (E)24" CMPREMOVE(E) 24" CMPREMOVE (E) 24" CMPREMOVE (E) 15" CMP(E) 60" CONCRETEARCHED BOX CULVERT1921931941951961971981992002012021921931941951961971981992002012020+90 0+95 1+00 1+05 1+10 1+15 1+20 1+25 1+30 1+35 1+40 1+45 1+50 1+55 1+60 1+65 1+70 1+75 1+80 1+85 1+9019219319419519619719819920020120229+95 30+00 30+05 30+10 30+15 30+20 30+25 30+30(E) 60" CONCRETE BOXEDARCH CULVERT(N) 21' - 24" HDPE Pipe, S = 1.00%BY OPEN TRENCHING(N) 15' - 18" HDPE Pipe, S = 1.00%BY OPEN TRENCHINGSTA. 1+83.81(N) DI-3RIM = 201.19'18" OUT 193.78' (W)STA. 1+65.47(N) SDMH-2RIM = 200.87'18" IN 193.60' (N)18" IN 193.60' (E)18" OUT 193.50' (W)STA. 1+26.24(N) SDMH-1RIM = 200.44'18" IN 193.11' (E)18" IN 193.11' (N)24" OUT 193.01' (SW)STA. 1+00.00(E) SDMHRIM = 200.05'24" IN 192.75' (NE)24" IN 192.50' (S)60" IN 192.35' (E)60" OUT 192.35' (W)(E) 8" DI WATER LINE(E) 6" SEWER(E) 3" STEEL GAS(E) 6" CI WATER LINESTA. 1+26.24 = 30+00.00(N) SDMH-1RIM = 200.44'18" IN 193.11' (E)18" IN 193.11' (N)24" OUT 193.01' (SW)(N) 19' - 18" HDPE Pipe, S = 2.00%BY OPEN TRENCHINGSTA. 30+22.26 (N) DI-1RIM = 200.59'18" OUT 193.55' (S)CONNECTION TO (E) BOXED ARCHCULVERT PER ENG. STD. 3540(N) 35' - 18" HDPE Pipe, S = 1.00%BY OPEN TRENCHINGFINISHED SURFACEEXISTING SURFACEFINISHED SURFACEEXISTING SURFACE0SCALE IN FEET510NCONSTRUCTION NOTES (SHEETS C10-C13)RESET BENCHMARK PER SECTION 5-1.26REMOVE (E) CATCH BASIN AND BACKFILL WITH 1 SACK SLURRYREMOVE (E) CATCH BASIN AND INSTALL (N) CATCH BASIN. TYPE PERPLANINSTALL (N) CATCH BASIN PER ENG. STD. 3355INSTALL (N) CATCH BASIN PER ENG. STD. 3360, C=10'-9"REMOVE (E) SDMH AND INSTALL (N) SDMH PER ENG. STD. 3530CONNECT TO (E) 60" CONCRETE BOXED ARCH CULVERT PER ENG.STD. 354035897116J:\Projects\ActiveProjects\Drainage\1000197 - Funston and Lawton\450 Design Working Documents\454 CAD\454.2 Drawings\1000197 Plans.dwg CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:ARTERIALS 2023 ARARWBHBN1" = 5'FEB 202390346B32CIVILR EGISTERE D P ROFESSIONAL ENGINEERSTATE OF CALI FO R N IA No. C 92258ANT H ONYM. RAMOSFUNSTON AND LAWTON STORM DRAIN IMPROVEMENTS - NORTHC13 2/28/23 Item 2, Attachment 1