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August 2021
REVISED ARCHAEOLOGICAL MONITORING PLAN
VERDE/LUNETA/RAMONA SEWER REPLACEMENT PROJECT
SAN LUIS OBISPO, CALIFORNIA
SPECIFICATION NO. 1000091
Submitted to:
City of San Luis Obispo
Department of Public Works
Engineering Division
919 Palm Street
San Luis Obispo, CA 93401
Prepared by:
Kerrie Collison, RPA
LSA
285 South Street, Suite P
San Luis Obispo, CA 93401
(805)782-0745
LSA Project No. CBZ1801.04A
REVISED ARCHAEOLOGICAL MONITORING PLAN
A UGUST 2021
VERDE /L UNETA /R AMONA S EWER REPLACEMENT P ROJECT
S AN L UIS OBISPO , C ALIFORNIA
P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21) i
TABLE OF CONTENTS
TABLE OF CONTENTS ............................................................................................................................... i LIST OF ABBREVIATIONS AND ACRONYMS ............................................................................................. ii INTRODUCTION .......................................................................................................... 1 Project Description ........................................................................................................................ 2 Background Research .................................................................................................................... 2 Project Areas to be Monitored ...................................................................................................... 3 CULTURAL SETTING ..................................................................................................... 4 Precontact ..................................................................................................................................... 4 Ethnohistory .................................................................................................................................. 5 History ........................................................................................................................................... 6 CONSTRUCTION MONITORING PLAN .......................................................................... 8 Monitoring Personnel ................................................................................................................... 8 Monitoring Procedures ................................................................................................................. 8 Unanticipated Discoveries ............................................................................................................. 9 Human Remains ............................................................................................................................ 9 Native American Monitoring ......................................................................................................... 9 Report of Findings ....................................................................................................................... 10 ARCHAEOLOGICAL SITE TESTING ............................................................................... 11 Fieldwork ..................................................................................................................................... 11 Laboratory Analysis ..................................................................................................................... 12 Sites Not Eligible for the California Register ............................................................................... 12 Sites Eligible for the California Register ...................................................................................... 12 REFERENCES ............................................................................................................. 14 TABLE
Table A: Chronological Sequence of the California Central Coast .......................................................... 4
APPENDICES
A: PROJECT FIGURES
B: 75 PERCENT PROJECT PLANS
C: RECORD SEARCH RESULTS
REVISED ARCHAEOLOGICAL MONITORING PLAN
A UGUST 2021
VERDE /L UNETA /R AMONA S EWER REPLACEMENT P ROJECT
S AN L UIS OBISPO , C ALIFORNIA
P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21) ii
LIST OF ABBREVIATIONS AND ACRONYMS
cal B.P. calibrated years before present
California Register California Register of Historical Resources Cal Poly formerly the California Polytechnic Institute; now California Polytechnic University, San Luis Obispo
CCIC Central Coast Information Center
CHC Cultural Heritage Committee
City City of San Luis Obispo
cm centimeter(s)
Director Community Development Director
DPR California Department of Parks and Recreation
ft foot, feet
GPS global positioning system
Guidelines Archaeological Resource Preservation Program Guidelines MLD Most Likely Descendant
NAHC Native American Heritage Commission
National Register National Register of Historic Places
OHP California Office of Historic Preservation
Plan project archaeological monitoring plan
PRC Public Resources Code
project Verde/Luneta/Ramona Sewer Replacement Project
RPA Registered Professional Archaeologist
SLOCAS San Luis Obispo County Archaeological Society
STP shovel test pit
USGS United States Geological Survey
REVISED ARCHAEOLOGICAL MONITORING PLAN
A UGUST 2021
VERDE /L UNETA /R AMONA S EWER REPLACEMENT P ROJECT
S AN L UIS OBISPO , C ALIFORNIA
P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21) 1
INTRODUCTION
LSA has prepared this revised archaeological monitoring plan (Plan) for the City of San Luis Obispo (City) for the Verde/Luneta/Ramona Sewer Replacement Project (project). Per 2020 project plans, the replacement of existing sewer associated with the project begins in the street in front of 410 Luneta Drive and extends east into the intersection with Verde Drive, then extends south to the edge of the property at 515 Luneta Drive and north along Verde Drive to the intersection with Ramona Drive, and further extends east along Ramona Drive to the intersection with Palomar Avenue in San Luis Obispo, California (Figures 1–3, provided in Appendix A). As of 2021, project plans have been updated. The remainder of the existing sewer line (extending southeast) starting at the intersection of Palomar Avenue and Ramona Drive will now be abandoned and a new alignment of sewer will be excavated and installed in Ramona Drive heading east to the intersection with Broad Street, then extending south to terminate in the street in front of 60 Broad Street and rejoin the existing sewer alignment. The City’s Archaeological Resource Preservation Program Guidelines (Guidelines), developed by the Cultural Heritage Committee (CHC), Section 1.30 defines archaeologically sensitive areas and sites as:
A. Areas inside or within 200 feet (ft) (61 meters) of the boundaries of an archaeological site shown on USGS topographic maps on file in the Community Development Department and/or recorded with the Central Coast Information Center (CCIC);
B. Areas within 200 ft of top of banks of San Luis Obispo, Stenner, Brizzolara, Acacia, Old Garden, Prefumo, and Froom Creeks;
C. Areas inside a Historical District or within an area designated as being archaeologically sensitive, or within a burial sensitivity area as shown on maps on file at the Community Development Department;
D. Sites designated on the Master List of Historic Resources, or determined to be eligible for listing on the National Register of Historic Places (National Register) or California Register of Historical Resources (California Register) (PRC Section 5024.1 (a)); E. Sites within a historically or archaeological sensitive designated by the CHC, City Council, or other governmental agency; or
F. Sites identified as being sacred places or Traditional Cultural Properties as defined in National Register Bulletin 38, Guidelines for Evaluating and Documenting Traditional Cultural Properties by Northern Chumash community members who have been identified by the California Native American Heritage Commission (NAHC) as having ancestral ties to San Luis Obispo County, or by other local tribal representatives similarly recognized by the NAHC (City of San Luis Obispo 2009:
8-9).
The Guidelines are a model for the identification, evaluation, and preservation of archaeological and other cultural resources in the city. They are based upon and implement policies in the City’s
REVISED ARCHAEOLOGICAL MONITORING PLAN
A UGUST 2021
VERDE /L UNETA /R AMONA S EWER REPLACEMENT P ROJECT
S AN L UIS OBISPO , C ALIFORNIA
P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21) 2 General Plan Land Use Element and Conservation and Open Space Element, and are part of the City’s environmental review process.
Per Section 4.50 of the Guidelines, construction monitoring may be required if there is a possibility that significant or potentially significant archaeological resources are present in the impact zone of a construction project and that it is not reasonable to conduct additional physical investigations prior to construction (City of San Luis Obispo 2009: 18). This Plan implements Section 4.50 and presents the project’s background setting, construction monitoring procedures, criteria for evaluating cultural resources identified during construction, and methods for archaeological data recovery and mitigation (if required). Per Section 4.50 of the Guidelines, the City must review and approve this plan prior to commencement of construction for the project.
PROJECT DESCRIPTION
The original project involved only the replacement of existing sewer line on Luneta Drive, Verde Drive, and Ramona Drive. As of August 2021, the revised project involves the replacement of existing sewer line on Luneta Drive, Verde Drive, and Ramona Drive, and the installation of new sewer line on Ramona Drive and Broad Street. Construction activities will include excavation via trenching to remove existing sewer lines (or to install brand new lines), installation of new pipelines, backfilling/closing the trench, and replacing asphalt. Archaeological monitoring at certain locations will be required during excavation activities. According to the revised project plans provided by the City (Appendix B), excavation activities are anticipated to range to depths between approximately 6 ft and 20 ft.
BACKGROUND RESEARCH
Section 4.50 of the Guidelines requires construction monitoring if it is not reasonable to conduct additional physical investigations prior to construction. Due to the paved nature of the project, physical investigation of the project site was not reasonable. To determine which portions of the project site are sensitive for cultural resources, per Section 1.30 of the Guidelines, a record search for the original project site and a 0.25-mile radius was conducted at the CCIC of the California Historical Resources Information System at the University of California, Santa Barbara. The CCIC, an affiliate of the California Office of Historic Preservation (OHP), is the official repository of cultural resources records and reports for San Luis Obispo County. The record search also included a review of the following State and federal inventories:
x Directory of Properties in the Historic Property Data File (OHP 2012). The directory includes the listings of the National Register of Historic Places, National Historic Landmarks, the California Register of Historical Resources, California Historical Landmarks, and California Points of Historical Interest.
x California Historical Landmarks (OHP 1996).
x California Points of Historical Interest (OHP 1992).
x Five Views: An Ethnic Historic Site Survey for California (OHP 1988). x California Inventory of Historic Resources (OHP 1976).
REVISED ARCHAEOLOGICAL MONITORING PLAN
A UGUST 2021
VERDE /L UNETA /R AMONA S EWER REPLACEMENT P ROJECT
S AN L UIS OBISPO , C ALIFORNIA
P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21) 3 The record search results indicate that one previous cultural resources study has included a portion of the original project site, and six cultural resources studies have included the 0.25-mile radius around the original project site (CCIC Record Search 20-108; Appendix C). The one study that has included a portion of the original project site was an archaeological survey along Ramona Drive. The additional six studies included an archaeological excavation (1), cultural resource investigations (2), and surveys (3). No cultural resources have been recorded within the project site as a result of previous cultural resources studies. One historic-period cultural resource has been recorded within
0.25-mile of the original project site: P-40-40176 (the historic-period Delta Tau Fraternity building).
An updated record search was not conducted for the revised project because the revised project site was included within the original record search study area.
PROJECT AREAS TO BE MONITORED
Based on the results of the record search at the CCIC as well as an examination of maps, site records, and archaeological reports, archaeological monitoring is not required for the entire project site. Historic topographic maps (NETR 2020) depict an intermittent stream intersecting Ramona Drive near Palomar Avenue, and a separate intermittent stream coursing north/south between Ramona Drive and Luneta Drive.
No previously recorded archaeological cultural resources exist within 0.25-mile of the project site.
However, there is a documented presence of intermittent streams within 200 ft of portions of the project site. As such, one of two types of archaeological monitoring (full time and spot check) is required for specific portions of the project site. Full time archaeological monitoring is required during project excavation activities from Station 70+06.04 (at the intersection of Ramona Drive and Palomar Avenue) to the termination of project excavation at Station 13+38.65 on Broad Street.
The nature of sewer line replacement means that the removal of existing sewer occurs within a previously disturbed trench and that sewage materials from existing sewer pipes spills into the bottom of the trench and obscures visuals of most native soils. For this reason, archaeological spot check monitoring (no more than six hours on-site per week divided between two to three days, as determined by the Project Archaeologist) is required on all of Verde Drive, on Ramona Drive between Station 71+41.10 and Station 96+41.48 (at the intersection with Palomar Avenue), and on Luneta Drive between Station 69+00 and Station 70+06.04 (at the intersection with Verde Drive).
These portions of the revised project site are in an area with archaeological sensitivity but have extremely limited visibility for identifying cultural deposits.
Monitoring is not required on Luneta Drive between Station 66+57.05 (in front of 410 Luneta Drive) and Station 69+00 (Appendix A, Figure 3).
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CULTURAL SETTING
PRECONTACT
Early California archaeologists largely passed over the Central Coast of California until cultural resources management took off in the 1970s (Jones et al. 2007: 130). Jones et al. (2007) employ a chronological system for Central Coast Prehistory that incorporates periods, locally defined phases, and regional cultures. For San Luis Obispo and the Central Coast, the six periods of cultural chronology are Late, Middle/Late Transition, Middle, Early, Milling Stone/Early Archaic, and PaleoIndian (Table A) (Jones et al. 2007).
Table A: Chronological Sequence of the California Central Coast Period Temporal Span (A.D./B.C.) Temporal Span (B.P.)
Late A.D. 1250 to 1769 700 B.P. to historic
Middle/Late Transition A.D. 1000 to 1250 1000 to 700 cal B.P. 1 Middle 600 B.C. to A.D. 1000 3000 to 1000 cal B.P.
Early 3500 to 600 B.C 5500 to 3000 cal B.P.
Milling Stone/Early Archaic 8000 to 3500 B.C. 10,000 to 5500 cal B.P.
Paleo-Indian Pre-8000 B.C. Pre-10,000 cal B.P.
Source: Jones et al. (2007)
1 cal B.P. is calibrated years before present.
Paleo-Indian Period (Pre-10,000 cal B.P.)
Early human presence in San Luis Obispo is suggested only by fluted project points from two locations in San Luis Obispo County: Nipomo and near Santa Margarita. However, no other evidence has been found to suggest habitation during this period (Jones et al. 2007: 135).
Milling Stone Culture (10,000 to 5500 cal B.P.)
The Milling Stone Culture is marked by “large numbers of well-made handstone and/or milling slabs, crude core and cobble-core tools, and less abundant flake tools and large side-notched projectile points” (Jones et al. 2007: 135). Pitted stones, contracting stemmed points, lanceolate points, and crescents have also been found in the context of some Milling Stone sites. Occupation dating to the Milling Stone has been identified at no fewer than 42 sites in various settings—rocky coasts, estuaries, and nearshore interior valleys. As very few sites with Milling Stone components have been found farther than 15 miles from the shore and most interior Milling Stone sites produce marine shells, it is believed that many groups from the Milling Stone period maintained some form of a connection with the coast (Jones et al. 2007: 135-137).
Early Period (5500 to 3000 cal B.P.)
The Early Period is marked by the co-occurrence of contracting-stemmed and Rossi square-stemmed points, as well as large-notched type points leftover from the Milling Stone Culture. Ground stone assemblages from the Early Period contain handstones and milling slabs, along with pitted stones.
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Middle Period (3000 to 1000 cal B.P.)
Middle Period sites contain assemblages of contracting-stemmed points. These sites are also marked by the disappearance of the square-stemmed and large side-notched points. Ground stone assemblages reveal continued use of both slabs/handstones and portable mortars/pestles. Pitted stones and groove stone net sinkers are also commonly found at Middle Period sites. Bone flutes are occasionally found in association with burials dating to the Middle Period, and other burial accompaniments include bone tubes and Olivella beads. Toward the end of the Middle Period, smaller leaf-shaped projectile points appeared, marking the arrival of bow-and-arrow technology (Jones et al. 2007: 138-139).
Middle/Late Transition (1000 to 700 cal B.P.)
The transition between the end of the Middle Period and the beginning of the Late Period was marked by dramatic changes in assemblages and settlement patterns. This change was evidenced by the appearance of large numbers of arrow points, the disappearance of most stemmed points, and changes in bead types. The transition time dates slightly differently for various Chumash tribes, but in San Luis Obispo County the transition occurred sometime between A.D. 900 and A.D. 1280.
Archaeological site CA-SLO-9 contained an assemblage dating to this time that was dominated by contracting-stemmed projectile points, small leaf-shaped arrow points, notched line sinkers, circular shell fishhooks, and Olivella saucer beads (Jones et al. 2007: 139).
Late Period (700 B.P. to historic)
Late Period sites contain assemblages consisting of large numbers of Desert side-notched and Cottonwood arrow points, small bifacial bead drills, bedrock mortars, hopper mortars, lipped and cupped Olivella beads, and steatite disk beads. The period is marked by single-component sites concentrated in the interior of the region, as opposed to concentrated in the coastal part of the region. Many sites dating to the Late Period are marked by small middens with associated (or nearby) bedrock mortars.
ETHNOHISTORY
The project site is within an area prehistorically occupied by the Northern (Obispeño) Chumash. The Obispeño Chumash are a subdivision within the larger Chumash cultural family and are named after their historical attachment to Mission San Luis Obispo de Tolosa, which was founded in 1772 (Greenwood 1978: 520). Early accounts of the Obispeño Chumash imply a hunter-gatherer lifestyle, but other aspects of accounts indicate that there was also a high level sociopolitical complexity (Jones et al. 2007: 129). Additionally, a house floor measuring 30 ft in diameter at Morro Bay was discovered during excavations (Greenwood 1978: 520), suggesting the existence of sedentary villages.
There are fewer historical accounts and ethnographic studies of the Obispeño Chumash than for the Chumash of the Santa Barbara Channel. No villages were recorded by European visitors to the area; Pedro de Unamuno (1587), Sebastian Cermeño (1595), Gaspar de Portolá (1769), and Lieutenant
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P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21) 6 Pedro Fages (1772) all kept diaries, but none of them described large or heavily populated villages like those seen along the Santa Barbara Channel (Greenwood 1978: 520). While none of these expeditions reported large villages and, at the same time, the 30-ft house floor was found in Morro Bay in what is reportedly within sight of the Portolá camp, it is possible that villages flourished and declined before the years of European exploration. By the time historical contact occurred, the majority of Chumash houses were small, round, and domed. Other individuals apparently lived out in the open, and some dwellings near Morro Bay were constructed as a round hole with branches for a roof (Greenwood 1978: 521).
While the archaeological record demonstrates that the Chumash exploited marine food resources, conditions did not favor the canoe and most marine food was harvested by hand, trap, pole, net, and hook-and-line from tidal pools and shallow waters (Greenwood 1978: 522). Obispeño chiefs had many wives and retained the right to divorce them. Social rank was derived from material wealth, and the chief received offerings of food, goods, and beads from those in the village (Greenwood 1978: 523). In 1914 and 1915, the last Obispeño speaker (Rosario Cooper) provided some details of Chumash life to American linguist and ethnologist J.P. Harrington, including cures for witchcraft, beliefs in nature, dances associated with the swordfish and coyote, and offerings thrown to the swordfish in Avila. Cooper also told Harrington of a game played with wild walnuts filled with brea, and of material culture items like brooms of juncus stalks, sleeping mats, foxskin quivers, and the use of white clay for shampoo (Greenwood 1978: 523).
Following the establishment of the mission in San Luis Obispo and the conversion of the Chumash people, already-declining coastal villages suffered high mortality rates and the villages became barely inhabited. Obispeño culture also rapidly disappeared as a result of missionization (Greenwood 1978: 523). In 1803, Chumash population at the Mission was recorded to be 919; by 1838, the population was down to 170. By the time the Bureau of Indian Affairs compiled the Roll of 1928, only four Native Americans claimed to be survivors of San Luis Obispo neophytes (Greenwood 1978: 521).
HISTORY
Following its founding in 1772, Mission San Luis Obispo de Tolosa quickly became self-sufficient, and it was used as a stopover for those traveling between missions to the north and south of San Luis Obispo (HRG 2013: 13–14). Spanish and Mexican ranchos extended across what is now San Luis Obispo County but were subdivided after California’s admission to the Union in 1850 and the California Land Act of 1851. The California Land Act caused many rural landowners in the county to migrate into the City of San Luis Obispo, which was designated as the county seat in 1868. The Southern Pacific Railroad arrived in town in the late 1890s, and the California Polytechnic Institute (now California Polytechnic University, San Luis Obispo) (Cal Poly) was established in 1901 (HRG 2013: 14). The Mission and Cal Poly influenced the community’s growth, as did William Randolph Hearst’s San Simeon Ranch, which is more commonly known today as Hearst Castle.
Development in San Luis Obispo began to expand in the 1900s due to the advent of the automobile, and tourism—particularly automobile tourism—played a role in the area’s continued development.
While it affected most of the country, the Great Depression’s economic impacts in San Luis Obispo were mitigated by the establishment of a military training camp, Camp San Luis Obispo. The
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CONSTRUCTION MONITORING PLAN
MONITORING PERSONNEL
A qualified archaeological monitor will observe all project-related excavation activities on Cuesta Drive and Loomis Street. Native American monitors will not initially be on site during construction.
The archaeological monitor for the project will be a Registered Professional Archaeologist (RPA) or will be under the direction supervision of the RPA. Monitors will be thoroughly briefed in monitoring methodology, responsibilities, procedures, safety requirements, and rules. The archaeological monitor will also retain a copy of this Monitoring Plan while on duty. For this project, the LSA Project Manager and Project Archaeologist (Kerrie Collison, M.A., RPA No. 28731436) will oversee monitoring operations. The archaeological monitoring schedule will be coordinated with the City Inspector or other City staff (or their designated representative) as appropriate.
MONITORING PROCEDURES
Prior to the commencement of excavation activities on the first day of monitoring, an LSA archaeologist will provide cultural resources awareness training to construction personnel. This training should be in the form of a presentation and handout describing the types of possible archaeological deposits that may be encountered during construction activities and the procedures that should be used in the event of inadvertent discoveries of cultural resources during construction.
All ground-disturbing activities within the designated monitoring areas, including clearing, grubbing, tree removal, grading, boring, digging, trenching, and other related activities will be monitored by the archaeological monitor. The archaeological monitor will record archaeological deposits identified during monitoring, unless field observations indicate that the deposits are not in situ. The monitor will complete a daily form that identifies the date and location of the monitoring as well as any cultural resources that are identified. Photographs will be taken of monitoring activities and as part of resource documentation, as necessary.
If archaeological cultural resources are identified during monitoring, the monitor will be empowered to temporarily halt construction and flag the resource to protect it from project activities that may disrupt it. The monitor will make an initial assessment of the potential for the find to qualify as a historical or unique archaeological resource under the California Environmental Quality Act (Public Resources Code Sections 21084.1 and 23082.3), and, as warranted, make recommendations for additional analysis necessary (including excavation) to formally evaluate the eligibility of the find for the California Register. Eligibility of the resource for the California Register would depend on a combination of factors, including the horizontal and vertical extent of the archaeological deposits, the type and relative abundance of archaeological material found, and the extent of prior disturbance of the deposits, if any. Archaeological materials can include artifacts, ecofacts, and discrete features.
LSA will immediately notify the Community Development Director (Director) of any archaeological finds during project work, per Section 4.60.1 of the Guidelines.
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UNANTICIPATED DISCOVERIES
If archaeological cultural resources are found during the project, the following procedures would be implemented. If the find is not human remains, the area of the archaeological find would be flagged for avoidance at a distance determined by the monitor to avoid impacts to the resource by construction activities. The monitor would determine whether the find is an isolate (one or two cultural items located within 50 meters [164 ft]) of a site (three or more cultural items within 50 meters).
If the find is determined to be an isolate, its location would be recorded using a handheld global positioning system (GPS) unit, the material collected, the resource characteristics recorded, and construction activities allowed to resume. If the find is determined to be an archaeological site, earth-moving activities would be diverted until the site type and boundary can be determined by following appropriate testing-evaluation procedures (discussed in further detail in Section 0 of this Plan). Regardless of whether the find is an isolate or site, all resources would be photographed and mapped using GPS, and descriptive notes would be taken before construction work would be allowed to resume.
HUMAN REMAINS
If human remains are found, the requirements of State Health and Safety Code Section 7050.5 must be met. State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to State Public Resources Code Section 5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be Native American, the County Coroner would notify the Native American Heritage Commission, which would determine and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD shall complete the inspection and make recommendations or preferences for treatment within 48 hours of being granted access to the site.
The MLD recommendations may include scientific removal and nondestructive analysis of human remains and items associated with Native American burials, preservation of Native American human remains and associated items in place, relinquishment of Native American human remains and associated items to the descendants for treatment, or any other culturally appropriate treatment.
In brief, the area of the find of human remains would be flagged off so that construction activity within at least 25 ft of the discovery would be redirected elsewhere, and the County Coroner (as well as the Director) would be notified immediately. Project activities would avoid any impacts to the human remains.
NATIVE AMERICAN MONITORING
A Native American tribal representative would be contacted in the event that Native American artifacts are encountered during ground-disturbing activities. If this occurs, the Native American tribal representative would be invited to observe remaining project ground-disturbing activities for additional Native American artifacts.
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REPORT OF FINDINGS
Upon completion of the construction monitoring (and any necessary laboratory operations, as discussed below), LSA will prepare a monitoring report documenting the monitoring results and the status of cultural resource(s), if applicable. If no archaeological cultural resources are found during construction, the monitoring report would be a brief letter report submitted to the Director. If monitoring is positive and results in the identification of cultural resources, the report would be consistent with the Guidelines of the State Office of Historic Preservation’s Archaeological Resource Management Reports (ARMR): Recommended Contents and Format (OHP 1990) and would be submitted to the Director. A positive findings report will include the following information:
1. The location and dates of monitoring.
2. The methodology and procedures for field and laboratory work.
3. The location, description, and eligibility determination of the cultural resource(s) found during monitoring.
4. All forms (archaeological monitoring, photographic record, and artifact record) completed as a part of monitoring will be provided as appendices to the report. State of California Department of Parks and Recreation (DPR) Series 523 forms will be prepared in accordance with the guidelines established by the OHP for cultural resources found during the project.
5. The status of curation of the material found.
Copies of any report prepared for this project will be submitted to the City and to the CCIC.
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ARCHAEOLOGICAL SITE TESTING
If potentially significant, intact archaeological deposits or human remains are identified during construction monitoring, construction would be temporarily halted and the area of the find would be flagged for avoidance at a distance determined by the monitor to avoid impacts to the resource by construction activities (at least 25 ft in the case of human remains). The LSA Project archaeologist will contact the City and determine whether archaeological site testing is necessary. If determined necessary, archaeological site testing would be conducted to evaluate site importance/significance and, therefore, site eligibility for listing in the California Register.
The archaeological site testing procedures will be conducted in a manner consistent with standard accepted professional archaeological methodology. Testing procedures can include surficial artifact collection, and excavation using shovel test pits (STPs), 1x1 meter excavation units, mechanized trenching, or a combination of these methods.
Fieldwork
Test excavation will consist of the excavation of STPs and 1x1 meter units. These excavations will be used to determine the character, integrity, and vertical (depth) and horizontal (size) extent of the site. Placement of STPs will be on a north-south axis or along the axis of greatest site length, whichever is more appropriate for a particular site. STPs will be excavated to determine the extent of midden deposits and to generally identify site areas where cultural material exists in quantity.
STPs will measure approximately 40 centimeters (cm; 16 inches) in diameter and will be handexcavated in 20 cm (8-inch) levels to a culturally sterile level or to a depth no greater than 100 cm (39 inches). Sediment from each STP level will be passed through 1/8-inch mesh screen and all cultural material will be saved in labeled Ziploc bags. Notes recorded at the time of excavation will identify sediment color, depth, and cultural material from each STP. Bagged material will be transported to the LSA laboratory for cleaning, sorting, identification, analysis, and curation.
Based on the results of the STPs, units will be excavated to more accurately identify material density and depth. Units will be placed in areas of the site shown to contain the greatest potential for finding the deepest midden deposits, as well as the greatest quantity and diversity of cultural material. Excavation units will be hand-excavated in 10 cm (4-inch) levels following the natural surface contour. Excavated sediment will be screened through 1/8-inch mesh and cultural material from each level will be saved in labeled Ziploc bags. Bagged material will be transported to the LSA laboratory for cleaning, sorting, identification, analysis, and curation. Unit excavation will cease when sterile sediment or bedrock is encountered.
During the course of unit excavation, if a distinct sediment type is identified, excavation may change to follow this new contour in 10 cm (4-inch) levels until it disappears or until another change occurs, whereupon excavation following the natural surface contour will resume. Once excavation ends, an STP may be placed in the unit floor to confirm that additional cultural material does not exist below what is thought to be the bottom of the unit.
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P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21) 12 During unit excavation, a line-level placed at the ground surface will be used to record the basal depth of in situ artifacts and features. Fire-affected rock will be counted and weighed. Notes, measurements, and drawings will be recorded on unit level forms during excavation. Items and samples given exact provenance will be sketched on the floor plan of the appropriate level form.
After excavation, one wall of each unit will be profiled and photographed. The wall selected will be the wall displaying the most representative stratigraphic development, including residual features.
Distinctive subsurface horizons will be described by sediment type and color using the Munsell Color Chart.
LABORATORY ANALYSIS
All collected material remains the property of the landowner (for this project, the City). All artifacts and ecofacts collected during monitoring will be taken to the LSA laboratory where they will be cleaned and prepared for analysis. Cataloging and processing will take place based on methods for each material class; material will be cataloged as individual artifacts or as groups of ecofacts, as appropriate. Items may be analyzed by specialists, as warranted.
Ecofactual material such as (nonhuman) bone, charcoal, and/or shell may be submitted for radiocarbon testing that can reveal the age of the material analyzed. Similarly, artifacts made of obsidian (volcanic glass) may be submitted for sourcing and hydration analyses that will reveal the geochemical source and time of manufacture. Other specialized studies may be conducted, but will be dependent upon the presence of material. Items such as beads and fish ear bones (otoliths) can provide information on chronological site occupation and seasonality, although these items must be found before specialized studies can occur. Items will be prepared for curation in accordance with standardized curation guidelines, and will be temporarily curated at LSA until they are deposited with an approved curation facility. LSA anticipates that curation of any items recovered during this project will take place at the San Luis Obispo County Archaeological Society (SLOCAS) Curation Facility on the Cuesta College campus. Final cataloging and artifact preparation will be consistent with SLOCAS requirements.
SITES NOT ELIGIBLE FOR THE CALIFORNIA REGISTER
Should site testing indicate the site is not eligible for listing in the California Register, then the resource shall be fully recorded on DPR Series 523 Forms and construction activities allowed to resume.
SITES ELIGIBLE FOR THE CALIFORNIA REGISTER
Series 523 DPR forms will be completed to record site location and to provide material descriptions.
Completed forms will be appended to the monitoring report. Should site testing indicate that the site may be eligible for listing on the California Register, then adverse effects to the resource shall be avoided, or effects mitigated. Avoidance of impacts to resources is always the preferred alternative, although where avoidance is not feasible mitigation of impacts to a resource can consist of, but is not limited to, excavation in accordance with a data recovery plan.
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Mitigation of impacts to an important (significant) resource can include excavation of the deposit in accordance with a data recovery plan (California Code of Regulations Title 14(3) Section 15126.4(b)(3)(C)), which states:
When data recovery through excavation is the only feasible mitigation, a data recovery plan, which makes provision for adequately recovering the scientifically consequential information form and about the historical resource, shall be prepared and adopted prior to any excavation being undertaken. Such studies shall be deposited with the California Historical Resources Regional Information Center.
Archaeological sites known to contain human remains shall be treated in accordance with the provisions of Section 7050.5 Health and Safety Code.
As such, if a resource determined to be important and eligible for listing in the California Register is found during the project, then an attempt to avoid the resource through project redesign or other means would be made. If it is determined that the only feasible alternative is excavation and removal of the resource, a data recovery plan shall be written describing the scientific methodology to be employed during excavation. The data recovery plan will employ a research design to guide the excavation. Any studies developed as part of this effort will be reported upon in a manner that adheres to current professional standards, and reports will be filed with the City and the CCIC.
If additional material is exposed at the same site after impacts have been mitigated, additional mitigation (excavation) will not be required unless the new material represents a new type of data (artifact classes and/or features) not recovered during previous mitigation.
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REFERENCES
California Office of Historic Preservation (OHP)
1976 California Inventory of Historic Resources. California Department of Parks and Recreation, Sacramento.
1988 Five Views: An Ethnic Historic Site Survey for California. California Department of Parks and Recreation, Sacramento.
1990 Archaeological Resource Management Reports (ARMR): Recommended Contents and Format. February.
1992 California Points of Historical Interest. California Department of Parks and Recreation, Sacramento.
1996 California Historical Landmarks. California Department of Parks and Recreation, Sacramento.
2012 Directory of Properties in the Historic Property Data File. California Department of Parks and Recreation, Sacramento. April 5.
City of San Luis Obispo
2009 Archaeological Resource Preservation Program Guidelines. Adopted October 20, 2009, by the San Luis Obispo City Council, Resolution No. 10120 (2009 Series). On file, LSA Associates, Inc. Available online: http://www.slocity.org/home/showdocument?id=4140.
Greenwood, Roberta S.
1978 Obispeño and Purisimeño Chumash. In R. Heizer ed., Handbook of North American Indians, Vol. 8, California, pp. 520-523. Smithsonian Institution, Washington D.C.
Historic Resources Group (HRG)
2013 City of San Luis Obispo Citywide Historic Context Statement. September 30. On file, LSA, San Luis Obispo, California.
Jones, Terry L., Nathan E. Stevens, Deborah A. Jones, Richard T. Fitzgerald, and Mark G. Hylkema 2007 The Central Coast: A Midlatitude Milieu. In California Prehistory: Colonization, Culture, and Complexity. Terry L. Jones and Kathryn A. Klar, eds. pp. 125-146. AltaMira Press, Lanham, Maryland.
National Environmental Title Research (NETR)
2020 Historic Aerials. Website: http://www.historicaerials.com (accessed June 15, 2020).
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APPENDIX A
PROJECT FIGURES
Figure 1: Project Vicinity
Figure 2: Project Location
Figure 3: Project Site and Monitoring Area
£¤101
Ã1
Ã135
Ã166
Ã229
Ã227
Ã1
Ã46
Ã58
Ã41
San Luis
Obispo
County
Santa
Barbara
County
Project Location
SOURCE: Esri (2019)
I:\CBZ1801.04\GIS\MXD\Figure 1_VerdeProjVicnity.mxd (8/12/2021) FIGURE 1
verde/Luneta/Ramona Sewer Replacement
Project Vicinity
LEGEND
Project Location
036
MILES
Project Location
SOURCE: USGS 7.5' Quad. San Luis Obispo, CA (1994)
I:\CBZ1801.04\GIS\MXD\Figure 2_VerdeProjLocation.mxd (8/12/2021) FIGURE 2
Verde/Luneta/Ramona Sewer Replacement
Project Location
LEGEND
Project Location
0 1000 2000
FEET
LEGEND
Project Location
Project Site (Archaeological Spot Check Monitoring Required) Project Site (Archaeological Monitoring Required-Full Time) No Archaeological Monitoring
SOURCE: Bing Maps, 2020
I:\CBZ1801.04\GIS\MXD\Figure 3_VerdeProjLocationAerial.mxd (8/13/2021) FIGURE 3
Verde/Luneta/Ramona Sewer Replacement
Project Site and Monitoring Area
0 100 200
FEET
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APPENDIX B
75 PERCENT PROJECT PLANS
Project Locations
index to plans
sheet no. description
san luis obispo county, california
SPECIFICATION NO. DATE SHEET
1000091 FILE NO./LOCATION
1 2
3 4
5 6
7 COVER SHEET
LUNETA DRIVE
VERDE DRIVE
VERDE DRIVE & RAMONA DRIVE
RAMONA DRIVE
RAMONA DRIVE
BROAD STREET
1 of 7
VERDE/LUNETA/RAMONA/BROAD
SEWER REPLACEMENT
FEBRUARY 2022
SEWER MANHOLE FLOW DIAGRAM SCHEMATIC.
TROUGH VARIES WITH PIPE LAYOUT. ARROWS
INDICATE FLOW DIRECTION.
DEAD OR UNUSED SEWER LATERAL, VERIFY
CONDITION. ABANDON IN PLACE IF DEAD,
UNUSED, OR CAPPED.
CONNECT SEWER LATERALS AND MARK TOP OF
CURB WITH THE LETTER "S" PER ENG. STD. 6810.
CONNECT SEWER LATERALS AND MARK TOP OF
CURB WITH THE LETTER "S" PER ENG. STD. 6810.
(BID ALTERNATIVE A)
(E) STORM DRAIN
(E) SEWER
(E) WATER
(E) GAS
(E) OIL
(E) TELEPHONE
(E) FIBER OPTIC
ABANDONED SEWER
ABANDONED WATER
(E) SURVEY MONUMENT - PROTECT IN PLACE
(E) SURVEY MONUMENT - REPLACE IF DAMAGED
OR DESTROYED. SEE GENERAL NOTE 4.
DS DS
SS SS
SD SD
SS SS
W W
G G
O O
T T
FO FO
AS AS
AW AW
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT U.S.A." TOLL FREE AT 1-800-227-2600 FORTY-EIGHT (48)
HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
2. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C-34" LICENSE AT THE TIME OF BID OPENING.
3. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL CROSSINGS PRIOR TO LAYING PIPE SO THAT PIPE ALIGNMENT AND GRADE CAN BE ADJUSTED AS NEEDED.
4. TIE OUT CENTERLINE MONUMENTS BEFORE WORK AND REPLACE IF DISTURBED IN ACCORDANCE WITH THE LAND SURVEYORS ACT, AND SECTION 5-1.36E, REPLACE MONUMENT AND WELL PER ENG. STD. 9020.
5. THE CONTRACTOR MUST REPLACE ALL PAVEMENT STRIPES, MARKINGS, AND MARKERS DISTURBED DURING CONSTRUCTION. ALL PAVEMENT STRIPES AND MARKINGS WITHIN 5 FEET OF THE DISTURBED AREA MUST BE REPLACED. ALL STRIPING IS PER STATE STANDARD PLANS AND PER PER ENGINEERING STANDARD SPECIFICATION 84-1.01A.
6. SEWER MAIN WITH LESS THAN 1% SLOPE MUST BE INSTALLED WITH FLOAT ROCK AS BEDDING AND INITIAL BACKFILL. SEE ENG. STD. 6020, NOTE 10 FOR ADDITIONAL REQUIREMENTS.
7. CONNECT EXISTING VCP SEWER MAIN TO NEW MANHOLE WITH 3 FOOT PVC STUB AND RC
STRONG BACK COUPLINGS
8. CONNECT EXISTING HDPE SEWER MAIN TO NEW MANHOLE WITH 3 FOOT HDPE STUB AND FUSED COUPLINGS OR BUTT FUSION.
9. CONNECT EXISTING PVC SEWER MAIN TO NEW MANHOLE WITH 3 FOOT PVC STUB AND PVC COUPLINGS.
10. ALL PIPE LENGTHS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS.
11. APPROXIMATE LOCATION OF LATERALS ARE SHOWN ON PLANS. LOCATING LATERALS IS
THE RESPONSIBILITY OF THE CONTRACTOR AND ANY DAMAGE TO A LATERAL MUST BE REPAIRED IMMEDIATELY AND AT NO COST TO THE CITY.
12. ALL NEW MANHOLE MUST BE COATED PER SECTION 77-3.03D(E) OF THE PROJECT SPECIAL PROVISIONS. DO NOT COAT EXISTING SSMH I06-48 AT RAMONA AND PALOMAR.
13. ALL WORK ON BROAD AND RAMONA (SHEET 6 & 7) MUST BE COMPLETED AS THE FIRST PRIORITY OF WORK. HEAVY ROCK EXCAVATION IS EXPECTED ON THESE STREETS (REFER TO SECTION 19-1.03E AND GEOTECHNICAL REPORTS FOR MORE INFORMATION).
14. NOT ALL IMPROVEMENTS WITHIN PRIVATE PROPERTIES ARE SHOWN. UPON COMPLETION
OF WORK WITHIN PRIVATE PROPERTIES, THE CONTRACTOR MUST RESTORE PRIVATE
PROPERTY IMPROVEMENTS TO THE SAME CONDITION BEFORE THE START OF CONSTRUCTION.
Reference Documents:
City Standard Specifications - 2020 Edition
City Engineering Standards - 2020 Edition
APPROVED BY
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date No. C 79870
BRIAN A. NELSON
C I V I L
SIZE & INV
SIZE
ELEV OUT
SS SS
285
290
295
300
305
310
315
320
325
330
285
290
295
300
305
310
315
320
325
330
66+50 66+75 67+00 67+25 67+50 67+75 68+00 68+25 68+50 68+75 69+00 69+25 69+50 69+75 70+00 70+25 STA. 66+57.05
(N) SSCO I07-8
RIM = 319.06'
8" OUT 315.00' (E)
(N) 347' - 8" HDPE SEWER, S = 7.83%
BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWER
STA. 70+06.04
(N) SSMH I07-7
RIM = 293.58'
8" IN 287.80' (W)
6" IN 287.80' (S)
8" OUT 287.70' (N)
(E) GRADE
REMOVE (E) SSMH I07-9
(E) 2" GAS
(E) 6" AC WATER
W
W W W W W W W W W
G G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
G G G G G G
G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G G G G SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS
SS SS
SS SS
SS
G G G
G G G
GG
G
GG
G G GG G G
G
W WW W
W
W
W
(E) 6" AC WATER
(E) 6" AC WATER
(E) 8" CI WATER
(E) 8" AC WATER
(E) 8" CI WATER
(E) 2" GAS
(E) 2" GAS
(E) 2" GAS
67 + 00 68 + 00 69 + 00
70 + 00
STA 66+57.05
(N) SSCO I07-8
RIM = 319.06'
STA 70+06.04
(N) SSMH I07-7
RIM = 293.58'
(N) 174' - 6" HDPE SEWER (N) 113' - 8" HDPE SEWER
LUNETA DR.
8.6' 15.4'
38'
8' 6'
REMOVE AND REPLACE
SSCO I07-8
PER ENG. STD. 6710
6" OUT 315.00
REMOVE AND REPLACE
SSMH I07-7
PER ENG. STD. 6610
6" IN 287.70
8" OUT 287.60
6" IN 287.70
VERDE DR
(N) 195' - 8" HDPE SEWER REMOVE (E) SSMH I07-9
(N) 50' - 8" HDPE SEWER
R1000.0' (N) 102' - 8" HDPE SEWER
14' PUBLIC UTILITY
EASEMENT
0 SCALE IN FEET
20 40
LUNETA DRIVE
2 HORIZ 1" = 20'
VERT 1" = 5'
SEE SHEET 3
CITY SPECIFICATION NO.
DATE: PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
VERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENT HN
MG
BN
FEBRUARY 2022
1000019
7 APPROVED: [Mo Day, Yr]
SEE SHEET 3
STA. 70+22.87
(N) SSMH I07-2
RIM = 285.34'
8" IN 281.70' (S)
8" OUT 281.60' (N)
STA. 70+06.04
(N) SSMH I07-7
RIM = 293.58'
8" IN 287.80' (W)
6" IN 287.80' (S)
8" OUT 287.70' (N)
STA. 69+88.54
(N) CO I07-15
RIM = 302.70'
6" OUT 295.00' (N)
BY PIPE BURSTING THROUGH EXISTING 6" VCP SEWER
(N) 174' - 6" HDPE SEWER, S = 4.10%
BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWER
(N) 113' - 8" HDPE SEWER, S = 5.23%
(N) 337' - 8" HDPE SEWER, S = 10.23%
BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWER
(E) GRADE
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W
W
W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
G
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S
G G G G G G G G
G G G G G G G G
SS SS SS
SS SS
SS SS
SS SS
SS SS
SS
SS SS
SS SSSS SS
SS SS
SSSS
SSSS
G
G
G
G G G
G
G G G
G
G G G
W
W
W W
W W
(E) 6" AC WATER
(E) 6" AC WATER
(E) 8" CI WATER
(E) 8" CI WATER
(E) 2" GAS
(E) 2" GAS
(E) 6" AC WATER
(E) 2" GAS
+ 70 00
+ 71
STA 69+88.54
(N) CO I07-15
RIM = 302.70'
(N) 174' - 6" HDPE SEWER
STA 70+22.87
(N) SSMH I07-2
RIM = 285.34'
(N) 113' - 8" HDPE SEWER
+ 00 79 + 00 80 + 00 81+ 00 82 + 00 83 + 00
VERDE DR
LUNETA DR.
STA 80+09.71
(N) SSMH I07-7
RIM = 293.58'
12' 5' 5'
34'
12'
REMOVE AND REPLACE
SSCO I07-15
PER ENG. STD. 6710
6" OUT 295.00
REMOVE AND REPLACE
SSMH I07-7
PER ENG. STD. 6610
6" IN 287.70 8" OUT 287.60
6" IN 287.70
REMOVE AND REPLACE
SSMH I07-2
PER ENG. STD. 6610
8" IN 281.70 8" OUT 281.60
(N) 102' - 8" HDPE SEWER
14' PUBLIC UTILITY
EASEMENT
12' PUBLIC UTILITY
EASEMENT
(E) 24" RCP
(N) 337' - 8" HDPE SEWER
78+25 78+50 78+75 79+00 79+25 79+50 79+75 80+00 80+25 80+50 80+75 81+00 81+25 81+50 81+75 82+00 82+25 82+50 82+75 83+00 83+25 83+50 260
265
270
275
280
285
290
295
300
305
260
265
270
275
280
285
290
295
300
305
0 SCALE IN FEET
20 40
VERDE DRIVE
3 HORIZ 1" = 20'
VERT 1" = 5'
MATCHLINE - STA. 83+50.00: SEE SHEET 4 MATCHLINE - STA. 83+50.00: SEE SHEET 4 SHEET 2
CITY SPECIFICATION NO.
DATE: PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
VERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENT HN
MG
BN
FEBRUARY 2022
1000019
7 APPROVED: [Mo Day, Yr]
STA. 71+41.10
(N) SSMH I06-46
RIM = 249.92'
8" IN 244.80' (S)
6" IN 243.00' (N)
8" IN 243.00' (W)
10" OUT 242.90' (E)
STA. 71+07.68
(N) SSMH I06-49
RIM = 252.64'
8" IN 247.30' (S)
8" OUT 247.20' (N)
(N) 114' - 8" HDPE SEWER, S = 2.10%
BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWER
(E) 6" PVC SEWER
(N) 337' - 8" HDPE SEWER, S = 10.23%
BY OPEN TRENCHING & REMOVE EXISTING 10" VCP SEWER
(E) GRADE
(E) 18" RCP
(E) 2" GAS
(E) 6" AC WATER
(E) AT&T
DUCT BANK
SD SD
SD SD
W W W W W
W W W W
W W W W W W W W W W W W W W W W W W W
SD SD SD SD SD
G G G G G G G G G G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W W
T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T
G G G G G G G G G G G G G G G G G G
SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W
G
G G G
(E) 8" VCP SEWER
(E) 6" AC WATER (E) 4" AC WATER (E) 6" AC WATER
(E) 2" GAS (E) 18" RCP
(E) 2" GAS
(E) 18" RCP
(E) 18" RCP
(E) 6" PVC SEWER
(E) AT&T(E) 2" GAS
(E) AT&T(E) 2" GAS(E) 6" AC WATER
STA 71+07.68
(N) SSMH I06-49
RIM = 252.64'
STA 71+41.10
(N) SSMH I06-46
RIM = 249.92'
(N) 114' - 8" HDPE SEWER
(N) 451' - 10" HDPE SEWER
00 + 90 00
84 + 00 85 +00 86 + RAMONA DR
34'
12' 13' 4' 5'
VERDE DR
REMOVE AND REPLACE
SSMH I06-49
PER ENG. STD. 6610
8" IN 247.30 8" OUT 247.20
REMOVE AND REPLACE
SSMH I06-46
PER ENG. STD. 6610
8" IN 244.80 6" IN 243.00
8" IN 243.00
10" OUT 242.90
(E) 8" TELEPHONE (E) TELEPHONE
(N) 337' - 8" HDPE SEWER
(E) CHARTER
SD SD
SD SD
W W W W
W W W W W
SS SS SS SS
SS SS
W W W W W W W W W W W
W W W W W W
SD SD SD SD SD SD SD SD SD SD SD
G G G G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
G G G G G G G G
T T T T T T T T T T T T T T T T T T T T T T T T T T T T
G G G G G G G G G G G G G G G G G G
G G G
W
SS SS SS SS SS SS SS SS
SS SS
SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
G
T T T T T T T T T T T T T T
T T T T T
(E) 4" AC WATER
(E) 2" GAS
(E) 6" AC WATER
(E) 2" GAS
(E) 18" RCP
(E) 18" RCP
(E) 18" RCP(E) 6" PVC SEWER
(E) 6" AC WATER
(E) 2" GAS
(E) AT&T
(N) 114' - 8" HDPE SEWER
(N) 451' - 10" HDPE SEWER
90 + 00 91+00 92 +00 14.5' 40'
STA 71+41.10
(N) SSMH I06-46
RIM = 249.92'
15.5' 10'
RAMONA DR
VERDE DR
REMOVE AND REPLACE
SSMH I06-46
PER ENG. STD. 6610
8" IN 243.00 10" OUT 242.90
6" IN 243.00
8" IN 244.80
REPLACE WATER WELL AND
COVER PER ENG. STD. 6340
(E) TELEPHONE
STA. 71+41.10
(N) SSMH I06-46
RIM = 249.92'
8" IN 244.80' (S)
6" IN 243.00' (N)
8" IN 243.00' (W)
10" OUT 242.90' (E)
(E) 8" VCP SEWER
(N) 451' - 10" HDPE SEWER, S = 1.94%
BY OPEN TRENCHING & REMOVE EXISTING 10" VCP SEWER
(E) 2" GAS
(E) CHARTER
CONDUIT
90+00 90+25 90+50 90+75 91+00 91+25 91+50 91+75 92+00 92+25 92+50 92+75 230
235
240
245
250
255
260
265
270
230
235
240
245
250
255
260
265
270
230
235
240
245
250
255
260
265
270
83+50 83+75 84+00 84+25 84+50 84+75 85+00 85+25 85+50 85+75
VERDE DRIVE & RAMONA DRIVE
4 HORIZ 1" = 20'
VERT 1" = 5'
SEE RIGHT
MATCHLINE - STA. 83+50.00: SEE SHEET 3 MATCHLINE - STA. 83+50.00: SEE SHEET 3
SEE LEFT
MATCHLINE - STA. 92+75.00: SEE SHEET 5 MATCHLINE - STA. 92+75.00: SEE SHEET 5 0 SCALE IN FEET
0 20 40
SCALE IN FEET
20 40
CITY SPECIFICATION NO.
DATE: PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
VERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENT HN
MG
BN
FEBRUARY 2022
1000019
7 APPROVED: [Mo Day, Yr]
SD SD SD SD SD SD
SD SD
W W W W
W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W
W
W W W W
W W
T T T T T T T T T T T T T T T T
T T T T T T T
T T T T T
T
T
T
T T T T
G G G G G G G G G G G G G G G G G
G G G G G G G G
G G G G G G G G G G G
T T T T T T T T T T T T T T T T T
T T T T T T T T
T T T T T T T T T T T
G G G G G G G G G
W W
SS SS SS SS
SS SS SS SS
SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS
SS SS SS
G
T T T
T T T T T T
T T T T T T T T T T T T T T T T T
T T T T
T T T T T T
(E) 10" CI WATER
(E) 2" GAS
(E) AT&T
(E) 10" CI WATER
(E) 2" GAS
(E) AT&T
(E) 2" GAS(E) 10" CI WATER(E) 6" VCP SEWER (E) 18" CMP
STA 94+56.87
(N) SSMH I06-47
RIM = 244.49'
STA 96+41.48
(E) SSMH I06-48
RIM = 240.73' (N) 183' - 10" HDPE SEWER
93 + 00 94 + 00
95 + 00
+ 96 00
5' 10'
40'
5' 22.6' 9.4' 3'
40'
RAMONA DR
PALOMAR AVE
REMOVE AND REPLACE
SSMH I06-47
PER ENG. STD. 6610
10" IN 238.70 10" OUT 238.60
INSTALL (N) SSMH I06-47
PER ENG. STD. 6610
10" IN 234.10 10" OUT 234.00
(E) SSMH I06-48 TO REMAIN
10" IN 228.00
6" IN 228.00
10" OUT 227.90
(E) 10" CIPP SEWER
15.5' 9.5'
REMOVE
(E) SSMH
(N) 451' - 10" HDPE SEWER
(N) 451' - 10" HDPE SEWER, S = 1.94%
BY OPEN TRENCHING & REMOVE EXISTING 10" VCP SEWER
STA. 94+56.87
(N) SSMH I06-47
RIM = 244.49'
10" IN 234.10' (W)
10" OUT 234.00' (E)
(N) 183' - 10" HDPE SEWER, S = 3.22%
BY PIPE BURSTING THROUGH EXISTING
STA. 96+41.48
(E) SSMH I06-48
RIM = 240.73'
10" IN 228.00' (W)
6" IN 228.00' (S)
10" OUT 227.98' (SE)
(E) GRADE
(E) 10" CIPP SEWER
CONNECT TO (E) SSMH
PER ENG. STD. 6610
(E) AT&T
DUCT BANK
(E) 2" GAS
REMOVE (E)
SSMH
220
225
230
235
240
245
250
255
260
92+75 93+00 93+25 93+50 93+75 94+00 94+25 94+50 94+75 95+00 95+25 95+50 95+75 96+00 96+25 96+50 96+75 220
225
230
235
240
245
250
255
260
RAMONA DRIVE
5 HORIZ 1" = 20'
VERT 1" = 5'
MATCHLINE - STA. 92+75.00: SEE SHEET 4 MATCHLINE - STA. 92+75.00: SEE SHEET 4 0 SCALE IN FEET
20 40
CITY SPECIFICATION NO.
DATE: PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
VERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENT HN
MG
BN
FEBRUARY 2022
1000019
7 APPROVED: [Mo Day, Yr]
SD SD SD
SD SD
W W W W W W W W
W W W W W W W W
W
W W
W
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G
T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T
T
T T
T T
T
T
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS
T
T
T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W
W
W W W W W W W W W W
W
W
W W
TEL
T
T T
SS SS
SS SS
SS SS
SS
T
T
T
T T
T T
G G G G
G
T T T T
DS DS
DS DS
101+ 00 102 +00 103 +00 104 +00 104 + 24
STA 101+15.08
(N) SSMH 01
RIM = 237.50'
STA 104+21.35
(N) SSMH 02
RIM = 246.12'
ABANDON (E) 10" VCP SEWER (E) 10" VCP SEWER
(E) 10" CI WATER
(E) 20" DI WATER
(E) 10" CI WATER
*ABANDON (E) 10" VCP SEWER
(E) TELEPHONE
(E) GAS
(N) 302' - 10" HDPE SEWER
RAMONA DR
BROAD ST
(E) TELEPHONE
(E) 10" CI WATER
(E) TELPHONE
(E) 2" GAS
(E)TELEPHONE
(N) 326' - 10" HDPE SEWER
(E) 8" CI WATER
(E) 20" DI WATER
(E) TELEPHONE
40'
11.2' 14.3' 14.5'
(N) SSMH 01
PER ENG. STD. 6610
10" IN 226.20 10" OUT 226.15
*ABANDON (E) 10" VCP SEWER
*ABANDON SSMH J06-50
RIM 234.51
INV 226.74
*ABANDON SSMH J06-58
RIM 235.15
INV 225.35
10" IN 227.00
(N) SSMH 02
PER ENG. STD. 6610
10" IN 225.05
10" OUT 225.00
(E) GAS
*ABANDON (E) 10" VCP SEWER
*ABANDON (E) SEWERLINE
PER ENG. STD. 6050
*LATERAL TIE OVER BY HDD OR
OTHER APPROVED METHOD (TYP.)
(N) 3' STUB - 10" HDPE SEWER
*LATERAL TIE OVER BY HDD OR
OTHER APPROVED METHOD (TYP.)
(E) SS LAT(E) SS LAT
(E) 10' SEWER
EASEMENT
(E) TELEPHONE
(E) TELPHONE (E) TELEPHONE
(E) TELEPHONE
PROTECT
(E) WALL
PROTECT
(E) WALL
STA. 101+15.08
(N) SSMH 01
RIM = 237.50'
10" IN 226.20' (W)
10" IN 227.00' (N)
10" OUT 226.15' (E)
STA. 104+21.35
(N) SSMH 02
RIM = 246.12'
10" IN 225.05' (W)
10" OUT 225.00' (S)
(N) 302' - 10" HDPE SEWER, S = 0.36%
(N) 3' STUB BY OPEN TRENCHING
10" HDPE SEWER, S = 0.36%
BY OPEN TRENCHING
(E) TELE
DUCT BANK
220
225
230
235
240
245
250
255
260
220
225
230
235
240
245
250
255
260
100+50 100+75 101+00 101+25 101+50 101+75 102+00 102+25 102+50 102+75 103+00 103+25 103+50 103+75 104+00 104+25 104+50 104+75
RAMONA DRIVE
6 HORIZ 1" = 20'
VERT 1" = 5'
0 SCALE IN FEET
20 40
CITY SPECIFICATION NO.
DATE: PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
VERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENT HN
MG
BN
FEBRUARY 2022
1000019
7 APPROVED: [Mo Day, Yr]
SEE SHEET 7
*BID ALTERNATIVE "A" IS INDICATED BY ASTERISK*
220
225
230
235
240
245
250
255
260
220
225
230
235
240
245
250
255
260
109+50 109+75 110+00 110+25 110+50 110+75 111+00 111+25 111+50 111+75 112+00 112+25 112+50 112+75 113+00 113+25 113+50 113+75 114+00 STA. 110+08.76
(N) SSMH 02
RIM = 246.12'
10" IN 225.05' (W)
10" OUT 225.00' (S)
(E) 10" VCP SEWER
(N) 326' - 10" HDPE SEWER, S = 0.39%
BY OPEN TRENCHING
STA. 113+38.65
(N) SSMH J07-1
RIM = 230.24'
10" IN 223.70' (N)
8" IN 224.24' (N)
10" OUT 223.70' (S) (E) FIBER
DUCT BANK
2" GAS
(E) 20 DI WATER
(E) TELE
SD SD SD SD SD
W W W W W W W W W W W W W
W W W
W W W W
W
W
W
W
SS SS SS SS
G G G G G G G G G G
W W W W W W W W W W
G G G G G G G G G G G G G G G G G
W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W
T T T T T T
T
T T T T T T T T T T T
G G G G G G G G G
G G G
T
T T T T T T T T T T T T T T T T T T
T T
T
T T T
SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS
SS SS SS SS SS
SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS T
T
T
T T T T T T
T
T
T T T T
T T T T T T T T T T T
G G
W
W W
W W
W
W W W W W W W W W W W W W W W W W W W W W W W W W
W W W
W
W
TEL
W
SS SSSS SS
SS SS
SS
SS
SS SS
SS SS
T
G G G G G
G G GG G GG G G
T T T
T
T
T T
G
W W W W W W W W W
T T T T T T T T T T
SS SS SS SS SS SS
SS SS SS SS SS
T T T T T T T T T T T T T T T T T T
(N) 326' - 10" HDPE SEWER
110 + 00 111+00 112 +00 113 +00 114 +
STA 110+08.76
(N) SSMH 02
RIM = 246.12'
RAMONA DR
BROAD ST MEINECKE AVE
STA 113+38.65
(N) SSMH J07-1
RIM = 230.24'
(E) 10" CI WATER
(E) 20" DI WATER
(E) 20" DI WATER
(E) 8" CI WATER
(E) 6" VCP SEWER(E) 6" CI WATER
(E) TELEPHONE
(E) 6" VCP SEWER
(E) 8" PVC SEWER
*ABANDON (E) 10" VCP SEWER
(E) 10" VCP SEWER
(E) 18" CMP
(E) 20" DI WATER
(E) 10" CI WATER
*ABANDON (E) 10" VCP SEWER
(E) GAS
(E) TELEPHONE
(E) 2" GAS
(E) 2" GAS
(E) FIBER DUCT BANK
(N) 302' - 10" HDPE SEWER
(E) GAS
(E) TELEPHONE
(N) 326' - 10" HDPE SEWER
(E) 20" DI WATER
(E) 8" CI WATER
(E) TELEPHONE
34'
6' 6' 9'
*ABANDON (E) 10" VCP SEWER
(N) SSMH 02
PER ENG. STD. 6610
10" IN 225.05
10" OUT 225.00
(N) SSMH 02
PER ENG. STD. 6610
10" IN 223.70 10" OUT 223.70
8" IN 224.24
(E) SSMH I06-59 TO REMAIN
RIM 232.26
INV 223.81
13'
(E) GAS
*ABANDON (E) SEWERLINE
PER ENG. STD. 6050
*ABANDON SSMH J06-58
RIM 235.15
INV 225.35
MAINTAIN ACCESS TO THE
VILLAGES AT ALL TIMES
(E) 6" PVC SEWER LATERAL
*LATERAL TIE OVER BY HDD OR
OTHER APPROVED METHOD (TYP.)
INV 223.95
(E) SS LAT(E) SS LAT
(E) 10' SEWER
EASEMENT
(E) TELEPHONE
(E) TELEPHONE
(E) TELEPHONE
PROTECT
(E) WALL
(N) 68 LF - 6" HPDE SEWER BY
SLIPLINING PER DETAIL A, THIS SHEET (E) 10" VCP SEWER
BROAD STREET
7 HORIZ 1" = 20'
VERT 1" = 5'
SEE SHEET 6
0 SCALE IN FEET
20 40
CITY SPECIFICATION NO.
DATE: PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
HN
VERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENT HN
MG
BN
FEBRUARY 2022
1000019
7 APPROVED: [Mo Day, Yr]
SEWER SLIPLINING A
NOTES:
1. BEFORE INSTALLATION OF THE PIPE LINER, THE HOST PIPE MUST BE CLEANED AND ALL ROCKS AND DEBRIS REMOVED.
2. SLIP LINER PIPE GRADE MUST BE MAINTAINED PARALLEL TO THE GRADE OF THE HOST PIPE. THE
LINER PIPE MUST BE HELD AT THE INVERT OF THE HOST PIPE AND BE BRACED TO PREVENT FLOTATION OR MOTION DURING GROUTING.
3. A CONCRETE BULKHEAD MUST BE INSTALLED AT EACH OPEN END BETWEEN THE HOST PIPE AND
NEW PIPE TO PREVENT GROUT FROM FLOWING FROM THE ENDS WHILE FILLING THE ANNULAR SPACE BETWEEN THE TWO PIPE.
3. GROUT MIX FOR ANNULAR SPACE MUST CONSIST OF LOW DENSITY FOAM, CONCRETE COMPOSED OF WATER, CEMENTITIOUS MATERIAL AND OPTIONAL CHEMICAL ADMIXTURES. GROUT MUST HAVE A DENSITY OF 40-80 POUNDS PER CUBIC FOOT AND STRENGTH OF 300 PSI.
4. THE ANNULAR VOID MUST BE GROUTED SOLID BY INJECTING GROUT FROM ONE END OF THE PIPE RUN AND ALLOWING IT TO FLOW TOWARD THE OTHER END. VENTING OF THE ANNULAR VOID MUST
BE PERFORMED TO ASSURE UNIFORM FILLING OF THE VOID SPACE DURING THE GROUTING PROCESS. PRESSURE ON THE ANNULAR VOID MUST NOT EXCEED 2 PSI TO AVOID DAMAGE TO THE LINER PIPE.
(E) 10" VCP SEWER
(N) 6" HPDE SEWER
GROUT ANNULAR
SPACE
*BID ALTERNATIVE "A" IS INDICATED BY ASTERISK*
REVISED ARCHAEOLOGICAL MONITORING PLAN
A UGUST 2021
VERDE /L UNETA /R AMONA S EWER REPLACEMENT P ROJECT
S AN L UIS OBISPO , C ALIFORNIA
P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21)
APPENDIX C
RECORD SEARCH RESULTS
5/7/2020
Kerrie Collison
LSA
285 South Street, Suite P
San Luis Obispo, CA 93401
Re: Verde Luneta Ramona Sewer Replacement (CBZ1801.04)
The Central Coast Information Center received your record search request for the project area referenced above, located on the San Luis Obispo USGS 7.5’ quad(s). The following reflects the results of the records search for the project area and a one-quarter mile radius:
As indicated on the data request form, the locations of reports and resources are provided in the following format: custom GIS maps տ shapefiles տ hand-drawn maps տ none Resources within project area: 0
Resources within ¼ mi. radius: 1: P-40-040176
Reports within project area: 1: SL-04059
Reports within ¼ mi. radius: 6: see reports list
Resource Database Printout (list): enclosed տ not requested տ nothing listed Resource Database Printout (details): enclosed տ not requested տ nothing listed Resource Digital Database Records: տ enclosed not requested տ nothing listed Report Database Printout (list): enclosed տ not requested տ nothing listed Report Database Printout (details): enclosed տ not requested տ nothing listed Report Digital Database Records: տ enclosed not requested տ nothing listed Resource Record Copies: enclosed տ not requested տ nothing listed Report Copies: տ enclosed not requested տ nothing listed OHP Historic Properties Directory: տ enclosed not requested տ nothing listed Archaeological Determinations of Eligibility: տ enclosed տ not requested nothing listed The following sources of information are available at http://ohp.parks.ca.gov/?page_id=28065. Some of these resources used to be available through the CHRIS but because they are now online, they can be accessed directly. The Office of Historic Preservation makes no guarantees about the availability, completeness, or accuracy of the information provided through the sources listed below.
California State Lands Commission Shipwreck Database Caltrans Historic Bridge Inventory U.S. Geological Survey Historic Topographic Maps Rancho Plat Maps National Park Service National Register of Historic
Places Nominations
Natural Resource Conservation Service
Soil Survey Maps
US Bureau of Land Management General Land Office
Records
California Historical Landmarks Listing
(by county)
Five Views: An Ethnic Historic Site Survey for California (1988)
Historical Soil Survey Maps
Please forward a copy of any resulting reports from this project to the office as soon as possible. Due to the sensitive nature of archaeological site location data, we ask that you do not include resource location maps and resource location descriptions in your report if the report is for public distribution. If you have any questions regarding the results presented herein, please contact the office at the phone number listed above.
The provision of California Historical Resources Information System (CHRIS) data via this records search response does not in any way constitute public disclosure of records otherwise exempt from disclosure under the California Public Records Act or any other law, including, but not limited to, records related to archeological site information maintained by or on behalf of, or in the possession of, the State of California, Department of Parks and Recreation, State Historic Preservation Officer, Office of Historic Preservation, or the State Historical Resources Commission.
Due to processing delays and other factors, not all of the historical resource reports and resource records that have been submitted to the Office of Historic Preservation are available via this records search.
Additional information may be available through the federal, state, and local agencies that produced or paid for historical resource management work in the search area. Additionally, Native American tribes have historical resource information not in the CHRIS Inventory, and you should contact the California Native American Heritage Commission for information on local/regional tribal contacts.
Should you require any additional information for the above referenced project, reference the record search number listed above when making inquiries. Requests made after initial invoicing will result in the preparation of a separate invoice.
Thank you for using the CHRIS.
Sincerely,
Brian Barbier
Coordinator
Sincerely,
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SL-03193 1997 Phase 1 & Phase 2 Archaeological
Evaluations of Property at 61 Broad Street,
San Luis Obispo, California
Conway, Thor Heritage Discoveries, Inc.
SL-03221 1997 Cultural Resource Investigation of 651
Foothill Boulevard
Bertrando and Bertrando
Research Consultants
Bertrando, Ethan
SL-03922 1999 Cultural Resource Inventory Report for
Williams Communications, Inc. fiber Optic
Cable System Installation Project, San Luis
Obispo to Los Osos Loop
Jones & Stokes Associates,
Inc.
McGowan, Dana 40-000004, 40-001795, 40-001807,
40-002007
SL-04051 2000 Phase I Archaeological Survey Along
Onshore Portions of the Global West Fiber
Optic Cable Project
SAIC (Science Applications
International Corporation)
none given 40-001528
SL-04051A 2000 Appendix A: Project Route Maps and
Photographs Associated with Project Route
as of July 1999; Appendix B: Project Route
Maps and Photographs Associated with
Project Route as of December 1999;
Appendix C: Project Route Maps and
Photographs Associated with Project Route
as of March 2000
n/a SAIC
SL-04051B 2000 Appendix D: Confidential Archaeological Site Reocrd Search Maps of Recorded Sites and
Previous Investigations Associated with
Project Route as of July 1999 (removed);
Appendix E: Confidential Site Record Search
Maps of Recorded Sites and Previous
Investigations Associated with Project Route
as of December 1999 (removed); Appendix F:
Confidential Archaeological Site Record
Search Maps of Recorded Sites and Previous
Investigations Associated with Project Route
as of March 2000 (removed); Appendix G:
Confidential Updated Site Record Forms
(removed)
n/a SAIC
SL-04059 2000 Cultural Resources Records Search and
Survey Report for the WS06 Los Osos Reroute Fiber Optic Connection Corridor, City of San Luis Obispo, San Luis Obispo County,
CA
Shepard, Richard Chambers Gorup, Inc.
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SL-04303 1999 Cultural Resources Survey Report for the
Level 3 Fiber Optic Project: WS06
Connection to San Luis Obispo 3R Facility
and Los Osos Loop Connection Corridor, San
Luis Obispo County, CA
Shepard, Richard S. and Chambers Group
Mason, Roger D.
SL-06054 2007 Cultural Resource Investigation of APN 001- 014-014 148 Broad Street, San Luis Obispo
Parker, John Parker & Associates 40-040099
SL-03193
[approx loc] SL-03922
SL-03922
Verde Luneta Ramona Sewer Replacement (CBZ1801.04)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports Map 1 of 4 Central Coast Information Center
Department of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474 ¤ (805) 893-8707 FAX
0 140 280 420 560 70
Meters
Legend
Project Location
One-Quarter Mile Radius
SL-04051
SL-04051
Verde Luneta Ramona Sewer Replacement (CBZ1801.04)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports Map 2 of 4 Central Coast Information Center
Department of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474 ¤ (805) 893-8707 FAX
0 140 280 420 560 70
Meters
Legend
Project Location
One-Quarter Mile Radius
SL-04059
Verde Luneta Ramona Sewer Replacement (CBZ1801.04)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports Map 3 of 4 Central Coast Information Center
Department of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474 ¤ (805) 893-8707 FAX
0 140 280 420 560 70
Meters
Legend
Project Location
One-Quarter Mile Radius
SL-03221
SL-04303
SL-06054
Verde Luneta Ramona Sewer Replacement (CBZ1801.04)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports Map 4 of 4 Central Coast Information Center
Department of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474 ¤ (805) 893-8707 FAX
0 140 280 420 560 70
Meters
Legend
Project Location
One-Quarter Mile Radius
Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
P-40-040176 OHP PRN - 3401-0085-0000;
OHP Property Number - 18626;
Other - Delta Tau Fraternity
Building Historic HP02 1983 (Historic Res. Survey Staff, SL-02651 City of San Luis Obispo)
P-40-040176
Verde Luneta Ramona Sewer Replacement (CBZ1801.04)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Sites Map 1 of 1 Central Coast Information Center
Department of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474 ¤ (805) 893-8707 FAX
0 140 280 420 560 70
Meters
Legend
Project Location
One-Quarter Mile Radius
$33(1',;
$33(1',;
$33(1',;&±*(27(&+1,&$/5(32576
November 10, 2021
Mr. Hai Nguyen
City of San Luis Obispo
919 Palm Street
San Luis Obispo CA 93401
PROJECT: CITY OF SAN LUIS OBISPO
VERDE/LUNETA/RAMONA SEWER REPLACEMENT PROJECT
SUBJECT: Subsurface Conditions Report – Sewer Line Replacement Project Dear Mr. Nguyen:
The purpose of this report and the attached data is to summarize the subsurface conditions represented by the three borings drilled on September 16, 2021 on Ramona Drive and Broad Street in the City of San Luis Obispo, California.
1.0 SCOPE OF SERVICES
The scope of services as requested by the client includes three borings: two drilled to a depth of approximately 15 feet and one to approximately 20 feet. Borings were drilled using a sixͲinch hollow stem auger. Boringswere performed on Ramona Drive and Broad Street;see the attached site vicinity map for portions of the streets included.
It is our intent that this report be used exclusively by the client in the preparation of plans and specifications. Application beyond this intent is strictly at the user’s risk.
2.0 FIELD INVESTIGATION AND LABORATORY ANALYSIS
On September 16, 2021, three exploratory borings were drilled on Ramona Drive and Broad Street with a Mobile BͲ53 drill rig equipped with a 6Ͳinch diameter hollow stem auger, with an automatic hammer for sampling. The borings were drilled at the site to depths ranging from approximately 12.5 to 21.5 feet below the existing ground surface (bgs). The approximate locations of the borings are shown on the attached Exploration Location Map.
Soil samples were obtained from the truckͲmounted borings using a 2Ͳinch outside diameter ringͲ lined barrelsampler (ASTM D 3550Ͳ01/07 with shoe similar to D 2937Ͳ10); bulk soilsamples were also obtained from the auger cuttings. After sampling was complete, the borings were backfilled with bentonite and the auger cuttings.
Soils encountered in the borings were categorized and logged in general accordance with the Unified Classification System and ASTM D 2488Ͳ17. Where bedrock was encountered, its properties were described based upon observation of ring and/or Standard Penetration Test samples, observation of the auger cuttings, the effort required to drill into the bedrock, and the effort required to drive samplers into the bedrock. Logs of the borings are attached, along with the boring log legend. In reviewing the boring logs and legend, the reader should recognize that the legend is intended as a
City of San Luis Obispo Sewer Replacement November 10, 2021 Verde/Luneta/Ramona 2
guideline only, and there are several conditionsthat may influence the characteristic observed during drilling. These include, but are not limited to, the presence of cobbles or boulders, cementation, variations in soil moisture, presence of groundwater and other factors. It also be noted that the descriptions of bedrock must span a much wider range of density and strength characteristics than soil and are relative to other bedrock strata. For example, weathered bedrock may be described as “soft,” yet it will be considerably harder than almost any type of soil. Conversely, a clay soil may be described as “hard,” however, it will not be nearly as hard as even “soft,” bedrock such as the sandstone encountered at the site. Consequently, the logger must exercise judgement in interpreting soil characteristics, possibly resulting in soil descriptions that vary from the legend. Selected samples from the borings were tested for bulk density (ASTM D 2937Ͳ17, modified for ring liners) and moisture content (ASTM D 2216Ͳ10), RͲvalue (ASTM D 2844/D2844M), and maximum density and optimum moisture content (ASTM D 1557Ͳ12 Modified). The test results are attached.
Soil samples from Boring 2 were also sent to OEC for environmental testing due to the past environmental mitigation in the area. These tests all returned nonͲdetect results. The OEC test report is also attached.
3.0 GENERAL SUBSURFACE PROFILE
Boring 1 was drilled near the intersection of Ramona Drive and Palomar Avenue and yielded clayey material with varying amounts of sand to the maximum depth explored of 16.5 feet. Groundwater was encountered in Boring 1 at a depth of 13.5 feet. Boring 2 was drilled near the intersection of Ramona Drive and Broad Street and showed clayey material similar to Boring 1 to depths of approximately 7 feet over moderately hard to hard sandstone of the Franciscan Formation to the maximum explored depth of 21.5 feet. Boring 3 showed lean clay to a depth of 4 feet below ground surface, and moderately hard to hard sandstone to the maximum explored depth of 12.5 feet. No subsurface groundwater was encountered in Borings 2 or 3.
If you have any questions or require additional information, please contact me at your convenience.
Sincerely,
Earth Systems Pacific
Robert Down, PE Aileen Flynn, EIT
Principal Engineer Staff Engineer
Attachments: Site Vicinity and Exploration Location Maps (2 Pages) Boring Logs and Legend (4 pages)
Geotechnical Laboratory Test Reports (4 pages)
Environmental Laboratory Test Reports (20 pages)
Doc. No.: 2111Ͳ052.LTR/pm
NOT TO SCALE
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786
Date
November 2021
Project No.
304831-001
Figure 1
SITE VICINITY MAP
Verde/Luneta/Ramona Sewer Replacement Project
Various Streets
San Luis Obispo, CA 93401
BASE MAP PROVIDED BY: Google Earth (2021) NOT TO SCALE
SITE
NOT TO SCALE
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786
Date
November 2021
Project No.
304831-001
Figure 2
EXPLORATION LOCATION MAP
Verde/Luneta/Ramona Sewer Replacement Project
Various Streets
San Luis Obispo, CA 93401
BASE MAP PROVIDED BY: Google Earth (2021)
LEGEND
Boring Location (Approx.) B1
B3
B1 B2
drafting/masters/Boring Log Legend 062719.dwg
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)
OBSERVED MOISTURE CONDITION
DRY SLIGHTLY MOIST MOIST VERY MOIST WET (SATURATED)
TYPICAL BEDROCK HARDNESS
TYPICAL BEDROCK WEATHERING
GRAIN SIZES
CONSISTENCY
DEPTH
(feet)
USCS CLASS
SYMBOL
INTERVAL
(feet)
SAMPLE
TYPE
DRY DENSITY
(pcf)
MOISTURE
(%)
BLOWS
PER 6 IN.
SAMPLE DATA
SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.
Subsurface conditions may differ at other locations and times.
AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
4.0" AC/ 6.0" AB
5.0 - 6.5
10.0 - 11.5
15.0 - 16.5 5
5 9
4 3
9 5
5 7
CL
95.8 13.7
90.9 29.9
88.8 14.4
End of Boring @ 16.5'
Subsurface water encountered @ 13.5'
PAGE 1 OF 1
Boring No. 1
JOB NO.: 304831-001
DATE: 9/16/2021
SANDY LEAN CLAY: dark brown, stiff, moist
(Alluvium)
CLAYEY SAND: yellowish brown, dense, moist
0.5 - 3.0
Verde/Luneta/Ramona
Sewer Replacement Project
Various Streets
San Luis Obispo, CA 93401
SC
SANDY LEAN CLAY: grayish brown, medium stiff,
moist
CL
FAT CLAY W/ SAND: grayish brown, medium stiff,
moist
CH
gravel
dark grayish brown
wet
5.0 - 8.0
DEPTH
(feet)
USCS CLASS
SYMBOL
INTERVAL
(feet)
SAMPLE
TYPE
DRY DENSITY
(pcf)
MOISTURE
(%)
BLOWS
PER 6 IN.
SAMPLE DATA
SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.
Subsurface conditions may differ at other locations and times.
AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
5.0" AC/ 7.0" AB
5.0 - 6.5
10.0 - 11.5
50/6"
16 50/3"
15 6
18 20.0 - 21.5 50/5"
CL
112.5 13.7
PAGE 1 OF 1
Boring No. 2
JOB NO.: 304831-001
DATE: 9/16/2021
SANDY LEAN CLAY: dark yellowish brown, stiff,
slightly moist (VOC-PID: 0.30 PPM) (Alluvium)
dark brown
2.5 - 4.0
0.5 - 3.0
Verde/Luneta/Ramona
Sewer Replacement Project
Various Streets
San Luis Obispo, CA 93401
CLAYEY SAND: yellowish brown, medium dense,
slightly moist (Residual Soil)
SC
SANDSTONE: dark yellowish brown, soft, slightly
moist (VOC-PID: Non-Detect) (Franciscan
Mélange)
hard
17 9
21 7.5 - 9.0 24
12 31
12.5 - 13.0 50/3"
15.0 - 16.5
End of Boring @ 21.5' due to refusal
No subsurface water encountered
oxidation staining, organics
medium hard (VOC-PID: Non-Detect)
96.5 27.9
DEPTH
(feet)
USCS CLASS
SYMBOL
INTERVAL
(feet)
SAMPLE
TYPE
DRY DENSITY
(pcf)
MOISTURE
(%)
BLOWS
PER 6 IN.
SAMPLE DATA
SOIL DESCRIPTION
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.
Subsurface conditions may differ at other locations and times.
AUGER TYPE: 6" Hollow Stem
DRILL RIG: Mobile B-53 with Automatic Hammer
LOGGED BY: A. Flynn
5.0" AC/ 7.0" AB
5.0 - 6.5
10.0 - 11.5 50/3"
50/3"
CL
PAGE 1 OF 1
Boring No. 3
JOB NO.: 304831-001
DATE: 9/16/2021
SANDY LEAN CLAY: dark brown, stiff, slightly
moist (Alluvium)
yellowish brown
1.0 - 4.0
Verde/Luneta/Ramona
Sewer Replacement Project
Various Streets
San Luis Obispo, CA 93401
SANDSTONE: yellowish brown, moderately hard,
very moist (Franciscan Mélange)
SC
light yellowish brown, hard
11.0 - 12.5 36
30 50/2"
End of Boring @ 12.5' due to refusal
No subsurface water encountered
City of San Luis Obispo 304831Ͳ001
Verde, Luneta and Ramona Sewer
BULK DENSITY TEST RESULTS ASTM D 2937Ͳ17 (modified for ring liners) October 19, 2021
BORING DEPTH MOISTURE WET DRY
NO. feet CONTENT, % DENSITY, pcf DENSITY, pcf
1 6.0Ͳ6.5 14.4 101.7 88.8
1 11.0Ͳ11.5 29.9 118.0 90.9
1 16.0Ͳ16.5 29.7 124.3 95.8
2 3.5Ͳ4.0 27.9 123.4 96.5
2 6.0Ͳ6.5 13.7 127.8 112.5
City of San Luis Obispo 304831Ͳ001
Verde, Luneta and Ramona Sewer
MOISTUREͲDENSITY COMPACTION TEST ASTM D 1557Ͳ12 (Modified) PROCEDURE USED: B October 19, 2021
PREPARATION METHOD: Dry Boring #1 @ 0.5Ͳ3.5'
RAMMER TYPE: Mechanical Brown Sandy Lean Clay (CL)
SPECIFIC GRAVITY: 2.70 (assumed)
SIEVE DATA: MAXIMUM DRY DENSITY: 124.7 pcf
Sieve Size % Retained (Cumulative) OPTIMUM MOISTURE: 11.8% 3/4" 0
3/8" 3 ENTER OVERSIZE CORRECTION DATA
#4 33
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 DRY DENSITY, pcf
MOISTURE CONTENT, percent
Compaction Curve Zero Air Voids Curve
City of San Luis Obispo 304831Ͳ001
Verde, Luneta and Ramona Sewer
MOISTUREͲDENSITY COMPACTION TEST ASTM D 1557Ͳ12 (Modified) PROCEDURE USED: A October 19, 2021
PREPARATION METHOD: Dry Boring #3 @ 1.0Ͳ4.0'
RAMMER TYPE: Mechanical Brown Sandy Lean Clay (CL)
SPECIFIC GRAVITY: 2.70 (assumed)
SIEVE DATA: MAXIMUM DRY DENSITY: 120.8 pcf
Sieve Size % Retained (Cumulative) OPTIMUM MOISTURE: 11.1% 3/4" 0
3/8" 0 ENTER OVERSIZE CORRECTION DATA
#4 0
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 DRY DENSITY, pcf
MOISTURE CONTENT, percent
Compaction Curve Zero Air Voids Curve
City of San Luis Obispo 304831Ͳ001
Verde, Luneta and Ramona Sewer
RESISTANCE 'R ' VALUE AND EXPANSION PRESSURE ASTM D 2844/D2844MͲ18 October 19, 2021
Boring #3 @ 1.0Ͳ4.0' Dry Density @ 300 psi Exudation Pressure: 104.3Ͳpcf Brown Sandy Lean Clay (CL) %Moisture @ 300 psi Exudation Pressure: 20.2% Specified Traffic Index: 5.0 RͲValueͲExudation Pressure: 9 RͲValueͲExpansion Pressure: 6
RͲValue @ Equilibrium: 6
0 10
20 30
40 50
60 70
80 90
800 700 600 500 400 300 200 100 0
R-VALUE
EXUDATION PRESSURE, psi
EXUDATION PRESSURE
CHART
0.0 0.2
0.4 0.6
0.8 1.0
1.2 1.4
1.6 1.8
2.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 COVER THICKNESS BY EXUDATION PRESSURE, ft
COVER THICKNESS BY EXPANSION PRESSURE, ft
EXPANSION PRESSURE CHART
1 2
3 4 5
6 7
8
VERDE/LUNETA/RAMONA/BROAD
SEWER REPLACEMENT
1 OF 1
0 SCALE IN FEET
800
PROJECT
LOCATION
N
Item 5h
Department: Public Works
Cost Center: 5006
For Agenda of: 3/15/2022
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Hai Nguyen, Engineer III
SUBJECT: AUTHORIZATION TO ADVERTISE ROADWAY SEALING 2022, SPECIFICATION NO. 1000560
RECOMMENDATION
1. Approve the project plans (Attachment A) and specifications (Attachment B) for Roadway Sealing 2022, Specification Number 1000560; and
2. Authorize staff to advertise for bids; and
3. Authorize the City Manager to award the Construction Contract pursuant to Section
3.24.190 of the Municipal Code for the bid total, if the lowest responsible bid is within the publicly disclosed funding amount of $2,600,000; and
4. Authorize the City Engineer to approve Contract Change Orders up to the available project budget.
REPORT-IN-BRIEF
Following the City of San Luis Obispo's (City) Pavement Maintenance Plan (Pavement Plan), staff recommends advertisement of a slurry sealing project to provide maintenance and striping improvements to the streets shown in Attachment C. Also included in this bid package are maintenance and striping plans for the Islay Park Parking Lot and Madonna Inn Shared-Use Path, which were also identified for pavement maintenance. The 2022 “Project” is defined in Attachment C.
Pavement maintenance projects often involve complete removal and replacement of roadway striping and pavement markings, which provides excellent opportunities to incorporate planned safety and complete street1improvements as part of these larger roadway maintenance efforts. The 2022 Project will implement several complete street modifications envisioned for Marsh and Higuera Streets in the City’s Downtown Concept Plan and the recently adopted Active Transportation Plan to improve downtown safety and mobility for all road users.
1 A complete street is a transportation facility that is planned, designed, operated, and maintained to provide safe mobility for all users, including bicyclists, pedestrians, transit vehicles, truckers, and motorists, appropriate to the function and context of the facility.
Item 5h
These strategies include design elements intended to improve pedestrian crossing safety, increase separation between bicyclists and motor vehicle traffic, and calm traffic and reduce speeds through the downtown. Additionally, the 2022 Project will implement neighborhood greenway and traffic calming elements consistent with the Active Transportation Plan and Safe Routes to School Plans within the Laguna Lake and northern Foothill neighborhoods.
This Project will be funded in Fiscal Year 2022-23. Allocated funds for this Project are estimated to be sufficient.
DISCUSSION
Background
On April 14, 1998, the City Council adopted the City's Pavement Plan. In 2009, the Pavement Plan was updated to provide additional emphasis on arterial streets. A key element of the Pavement Plan is a rotating and methodical approach to ensuring all areas of the City receive regular preventative and/or corrective paving maintenance. The City implements this rotation by performing maintenance in two neighborhood Pavement Areas in one year, and then focusing on arterial street work in the second year, thereby alternating between neighborhood areas and arterials bi-annually. Last summer, streets maintenance funding was used for the rehabilitation of portions of Marsh and Higuera, which included asphalt replacement and striping enhancements. Improvements to both pedestrian and cyclist access in the form of curb ramps and buffered bike lanes were also completed.
Project
The 2022 Project is structured with a Base Bid and one Additive Alternative A to maximize the scope of work within available funding. The Project’s Base Bid (Attachment C) includes street sealing in Area 6 (Laguna Lake Neighborhood), 7 (North Downtown) and 9 (Downtown Core). The Project’s Additive Alternative A includes curb ramp/bulb-out improvements, signal upgrades and storm drain replacement at the intersection of Higuera and Nipomo.
The strategy is to award the contract with the Base Bid and Additive Alternative A as funding will allow, up to the Publicly Disclosed Funding amount of $2,600,000 in compliance with Public Contract Code Section 20103.8(c). If the lowest responsive bid submitted by a responsible contractor is in excess of the Publicly Disclosed Funding amount, the Additive Alternate will not be recommended for award.
Item 5h
Roadway Sealing 2022
This year, program funding is planned to be used to seal neighborhood streets within Area 6 and 7. Also included with the Project are portions of Area 9 (Downtown Core) that were deferred from the 2021 Street Maintenance Project in order to not magnify the disruption and inconvenience that typically create impacts on downtown businesses. In addition to roadway maintenance, striping improvements and curb ramps will be constructed to meet current ADA and City standards. Furthermore, staff identified cost benefits to incorporating parking lot maintenance and bicycle pathway maintenance projects identified within the 2021-23 Financial Plan. The Islay Park parking lot and the Madonna Inn Pathway were identified for maintenance in 2022. These maintenance projects would use the same slurry sealing treatment as the neighborhood streets, and economies of scale will be realized through overall lower unit costs for a larger scale maintenance treatment operation.
In anticipation for this year's roadway sealing project, the City's Street Maintenance team has applied crack sealing treatment and spot repairs within Areas 6 and 7. Toste Construction completed crack sealing work in Area 9 Downtown Core. This preparatory work increases the slurry seal's long-term effectiveness and reduces overall construction costs. Slurry seal is a cost-effective surface maintenance treatment that extends pavement life and prevents premature pavement failure that would result in more expensive asphalt replacement or reconstruction work. Applied as a thin pavement sealant, it shields the pavement beneath from ultraviolet damage, minimizes water intrusion, and provides a new wearing surface for vehicles. This preventative maintenance treatment is less costly and more environmentally beneficial than full pavement replacement since slurry seal requires less petroleum products in the manufacturing, delivery and application than pavement replacement. Prior to the application of slurry sealing, localized pavement areas that have completely failed will have to be replaced as indicated by white paint.
In order to expedite project delivery and reduce construction cost, staff separated the curb ramp upgrades from the street sealing work, with the curb ramp improvements to be constructed under a separate construction contract just ahead of the summer paving. A separate bid package was prepared to construct 38 curb ramps that was approved by Council on February 15, 2022 (Attachment D).
Laguna Lake Neighborhood (Pavement Area 6)
In addition to local roadway sealing and striping replacement, proposed improvements within Area 6 include accessible curb ramp upgrades and development of a new neighborhood greenway as identified in the Active Transportation Plan (Figure 1: Laguna Lake Neighborhood Street Enhancements).
Item 5h
A neighborhood greenway is a shared street (bikes and autos share travel lanes) with traffic calming (speed humps), custom guide signage and pavement markings to convey a low-traffic route prioritized for walking and bicycling (Figure 2). These enhancements will improve walking and biking along these corridors to both CL Smith Elementary and Laguna Middle School, while preserving on-street parking and access for drivers.
Additionally, speed humps will be installed along Oceanaire Drive as part of Neighborhood Traffic Calming improvements. While this segment was not originally identified to receive traffic calming features as part of the paving project, following a neighborhood meeting in October 2021, many neighbors on Oceanaire expressed ongoing concerns for illegal speeding and requested traffic calming. Oceanaire provides direct access to C.L. Smith Elementary and Laguna Middle Schools. Staff verified that the existing vehicle speeds warrant traffic calming, and consideration was given to adding speed humps along Oceanaire between Los Osos Valley Road and Madonna Road. Prior to agreeing to add traffic calming to the paving project scope, staff provided notices and surveys to each property owner and occupant along Oceanaire to gauge support for this proposal. The survey results demonstrated a clear majority of residents in support of speed humps along Oceanaire.
Item 5h
Figure 1: Laguna Lake Neighborhood Street Enhancements
Item 5h
Figure 2: Custom Guide Signage and Pavement Markings
Staff received additional input from the community and Active Transportation Committee (ATC) at the ATC’s recent February 24th meeting regarding the critical connection between the recently completed shared use path on Madonna and the neighborhood greenway which provides safe route to school access to both CL Smith Elementary and Laguna Lake Middle schools. Members of the committee, as well as students and parents who currently walk and bike this route on their way to and from school, requested that staff consider an on-street extension of the two-way path on Madonna along the east side of Oceanaire to the Atascadero Street intersection. Staff has considered this request and finds it feasible to design a two-way protected facility consistent with best practices and safety measures. Figure 3 is a conceptual graphic of the proposed facility (note that this concept is not included in Attachment A Project Plans as this input was received after this submittal was prepared).
This proposed design will offer a protected space for bicycle riders of all ability levels to promote safety, and comfortably navigate the transition from Madonna Road to Atascadero Street. The proposal also includes a new all-way stop at the intersection of Oceanaire and Atascadero to provide a more comfortable crossing for those walking and biking and to reduce conflicts with automobile traffic.
It should be noted that the planned facility will require the removal of approximately six on-street parking spaces. Staff has reviewed the availability of on-street parking and determined there is adequate availability to support this proposal. Each adjacent property has sufficient on-site parking including a multivehicle driveway and garage.
Item 5h
Additionally, on-street parking directly across the street appears to be underutilized and would provide additional parking opportunity. Residents and property owners directly adjacent to the proposed facility have been notified of the proposed parking removal and provided information on how to support or oppose the planned facility, including notice of this March 15th City Council meeting.
Figure 3: Conceptual layout of Madonna/Oceanaire/Atascadero bicycle connection North of Downtown Neighborhoods (Pavement Area 7)
In addition to local roadway sealing and striping replacement, proposed improvements within Area 7 also include accessible curb ramp upgrades, development of the Cerro Romauldo Greenway as identified in the City’s Active Transportation Plan and neighborhood traffic calming along Ramona Drive, as identified in the Bishop Peak/Pacheco Elementary Safe Routes to School Plan (Figure 4).
Item 5h
Traffic calming proposed for Ramona and Cerro Romauldo includes addition of speed humps and neighborhood traffic circles at high-conflict intersections (Figure 5). These improvements will improve walking and biking along these corridors and access to Bishop Peak and Pacheco Elementary Schools as well as Cal Poly.
As with Oceanaire, during community outreach activities many residents on Meinecke and Lincoln Street also shared concerns with ongoing speeding issues and cut-through traffic on their streets. Lincoln Street provides an access to a nearby neighborhood park (Anholm Park) and Meinecke Street creates a convenient cut-through route for drivers avoiding Foothill and Santa Rosa Streets. Again, staff verified that existing vehicle speeds warrant traffic calming consideration and residents and property owners along the route participated in a survey, which also demonstrated a clear majority in support of speed humps. As such, speed humps will be installed on Meinecke between Broad and Chorro and on Lincoln between West and Chorro. It should also be noted that both Meinecke and Lincoln Streets have in the past applied for participation in the City’s Neighborhood Traffic Management Program and are currently in the queue behind several other neighborhoods. Implementing traffic calming as part of the 2022 Roadway Sealing Project provides a great opportunity to address neighborhood traffic concerns at these locations now as part of a larger project, while allowing staff to focus current attention and resources on other neighborhoods in the Neighborhood Traffic Management queue with ongoing issues and concerns.
Additional street modifications proposed in the paving plans based on community input include addition of stop signs at side streets along Lincoln Street (currently no stop or yield signs exist) and addition of 15 feet of red curb parking restrictions at the entry to Anholm Park to improve visibility of children and families walking to/from this neighborhood park.
Item 5h
Figure 4: North Downtown Neighborhoods Street Enhancements Figure 5: Examples of Traffic Circle and Speed Hump
Item 5h
Marsh and Higuera (Pavement Area 9 – Downtown Core)
Pavement Area 9 encompasses the downtown core of San Luis Obispo. In addition to local roadway sealing, 19 new accessible on-street parking spaces will be provided throughout the project area to provide improved access to parking for those with mobility challenges. Crosswalks throughout the project area will be restriped with high-visibility “ladder style markings” to improve visibility for crossing pedestrians.
Consistent with the Downtown Concept Plan and Active Transportation Plan, the 2022 sealing Project will reduce the number of auto travel lanes on Marsh and Higuera Streets between Santa Rosa and Nipomo Streets from three to two lanes in order to reduce illegal speeding and provide more street width for pedestrian and bicycle facilities, as well as existing and future parklets and sidewalk widening (Figure 6). (Note: this segment of Higuera has been temporarily striped in this configuration since 2020 as a pilot installation.) Additionally, these lane reductions have already been implemented on Marsh and Higuera Streets outside of the downtown core as part of the 2021 Downtown Pavement Improvements Project. These modifications will retain sufficient auto traffic capacity to accommodate existing and future auto demand, while preserving width for more significant future improvements, such as sidewalk widening.
These plans will make the existing buffered bike lane on Higuera Street (Figure 7), originally installed as a pilot project, a permanent installation with addition of continuous green coloring, while physically protected bike lanes with concrete medians and planter boxes along the top will be installed on Marsh Street (Figure 8). To provide safe transitions and sight lines with bikeway improvements on Marsh, approximately 6 existing on-street stalls will be removed. Any parklet installations that are approved to remain as part of a Permanent City Parklet Program (currently in development) will be protected in place to the maximum extent feasible during construction. Finally, as requested by the Active Transportation Committee, a new pedestrian crossing phase is proposed for the north leg of the signalized Marsh/Santa Rosa intersection, reducing delays for pedestrians crossing Santa Rosa Street.
It should be noted that the resealing limits of Area 9 in the downtown include intersections with existing Neighborhood Greenway street murals (Nipomo/Pacific and Morro/Pacific).
These murals will be repainted following completion of the sealing project consistent with public art maintenance policies described in the City’s Public Art Program. Cost for this artwork maintenance will be funded from the Public Art Maintenance Account.
Item 5h
Figure 6: Higuera and Marsh Improvements
Figure 7: Higuera Street Cross Section
Item 5h
Figure 8: Marsh Street Cross Section
Benefits to Downtown Vitality & Streetscape Aesthetics
Where feasible, staff endeavors to incorporate design elements that not only serve a functional purpose but add to the vibrant downtown environment. For example, staff is pursuing aesthetically appealing options for the physical buffer separating the protected bike lanes from vehicular traffic on Marsh Street in lieu of plastic flex posts or other less visually appealing features. The current design approach for Marsh Street includes use of concrete medians with “Mission Style” concrete color/finish, and addition of planter boxes within these medians where feasible, similar to those installed on Marsh and Higuera outside of the Downtown Core as part of the 2021 Paving Project (Figure 9).
Where on-street parking exists adjacent to protected bike lanes, planter boxes would be located to retain access for passengers accessing their vehicles. Installation and maintenance of the planter boxes will be secured under a separate contract immediately following the complete installation of the medians.
Figure 9: Protected Bike Lanes with Landscaped Planter Boxes (Marsh Street)
Item 5h
In addition, providing a fresh and smooth surface creates the perfect canvas for future street art installations, which can be explored following the roadway sealing project as part of the City’s Public Art Program.
Economic Recovery and Downtown Business Considerations
As the designs have developed, and through the public engagement activities described further in this report, staff has received initial feedback from residents, visitors, and businesses in the downtown.
One of the questions/concerns raised during the project planning process relates to the timing of this project and the effects it can have on downtown businesses as they hope to continue recovering from the impacts of the COVID-19 pandemic. Based on discussions with the downtown community, strategies proposed by staff to minimize potential disruption to downtown road users and businesses during construction activities for 2022 paving efforts include:
a. Deferring start of any disruptive construction activities in the Downtown core until September 1st, avoiding the peak of the summer tourist season. b. Where feasible, scheduling working hours outside of peak weekday business hours, including a goal to maintain two lanes of traffic on Marsh and Higuera between 10 a.m. and 6:00 p.m. as much as possible.
c. Advance noticing to adjacent businesses and residents prior to start of construction to provide project details, schedule and contact information for questions and project updates.
d. Regular (weekly or bi-weekly) construction updates to notify the community of upcoming project activities and schedules.
It should also be noted that the 2021 Downtown Paving project required full pavement replacement on Marsh and Higuera Streets west of Nipomo, which results in a longer construction duration and much more disruptive construction activities compared to a slurry seal treatment, which is the type of treatment planned and specified for the 2022 project in the Downtown Core.
Public Art
Just after completion of the 2022 Roadway Sealing project, bronze plaques are proposed to be installed along the bikeway medians on Higuera and Marsh Street between Marsh/Higuera intersection and Toro Street. These plaques will have an image symbolic of Downtown San Luis Obispo and be an element to brand future bikeways and bicycle networks throughout the City.
Item 5h
Previous Council or Advisory Body Action
1. Annual maintenance for public roadways, including street resurfacing, supports the Council Adopted Major City Goal of Open Space and Sustainable Transportation
2. This project was originally identified in the 2021-23 Financial Plan that was approved by Council.
4. Council appropriated an additional $150,000 to support Street Resurfacing and Reconstruction projects as part of the Mid-Year Budget on February 15th.
3. The Active Transportation Committee reviewed the preliminary and 90% design at their September 16, 2021 and February 24, 2022 meetings.
The ATC took the following actions (draft form) at the most recent February 24th meeting:
1. Recommending support for the pavement plan for the North Downtown area as presented.
2. Recommending to proceed with the pavement plan for Area 7 as proposed, with a request that staff evaluate the feasibility of removing stop signs on Cerro Romauldo to improve bicycle throughput, if staff believes this can be accomplished pursuant to applicable engineering standards and without increasing collision risk.
3. To support the pavement plan with the recommendation that staff pay additional attention to the Atascadero/Oceanaire/Madonna section to make that segment safer for students, including staff consideration for the feasibility of adding a dedicated two-way protected bikeway on Oceanaire between Atascadero Street and Madonna Road.
4. That the committee is in agreement with the proposed plan for Marsh Street as City staff presented at the February 24, 2022, ATC meeting and should proceed as proposed.
Policy Context
The project directly supports several key City plans, policies and goals. The complete street components of the project support the recommendations of the Downtown Concept Plan and Active Transportation Plan—with installation of protected bike lanes and priority pedestrian/bicycle crossings along Marsh and Higuera Streets identified as Tier 1 (highest-priority) projects in the Active Transportation Plan. Neighborhood greenways and safe routes to school planned in Paving Areas 6 and 7 are also consistent with the Active Transportation Plan, the Bishop Peak and Pacheco Safe Routes to School Plan and Neighborhood Traffic Management Program. The improvements also indirectly support the General Plan mode share targets and recommendations of the City’s Climate Action Plan for Community Recovery to improve active transportation and reduce reliance on single-occupant vehicles. The project also supports the current Sustainable Transportation and Climate Action Major City Goals.
Item 5h
Consistent with the October 2018 Purchasing Policy Update to the July 2015 Financial Management Manual, Council approval must be obtained before this proceeding with this project, as approval is required for Public Projects that cost over $175,000.
Public Engagement
Public engagement was conducted during the initial identification of this Project to be included in the 2021-23 Financial Plan.
Concepts for the proposed complete street elements in the downtown core were included in the Downtown Paving Project 2021-22 community engagement, which included a virtual community meeting February 25, 2021, a presentation to the Downtown SLO Response and Recovery Board Meeting January 11, 2021, and updated information on a dedicated project webpage www.slocity.org/downtownpavingproject.
For this Roadway Sealing 2022 project, a community-wide virtual workshop was held on October 7, 2021 to inform the public of the project scope and to request input on proposed designs. Based on community input from this meeting, additional corridors were identified for traffic calming elements consistent with City policies, programs and planning documents. Three neighborhood surveys were conducted in order for staff to gauge the neighborhood support for additional traffic calming on Oceanaire Drive, Meinecke Avenue and Lincoln Street. All neighborhoods demonstrated a majority support for traffic calming.
Additionally, staff continues to be in coordination with Downtown SLO, San Luis Obispo Regional Transit Authority, San Luis Garbage and other partners.
Updated project information has been maintained throughout the planning and design phase at www.slocity.org/2022pavingplan.
Note that construction of the Roadway Sealing 2022 is one of five Capital Projects that will benefit and impact the Foothill neighborhoods north of downtown throughout the summer and fall of 2022, including the Anholm Neighborhood Greenway (tentatively renamed Cerro San Luis Greenway, pending Council concurrence), Area 6 and 7 Curb Ramps Installations, Verde/Luneta/Ramona/Broad Sewer Replacement and North Broad Street Neighborhood Park. A communications plan will be ongoing during these projects to ensure cohesive and efficient implementation and keep residents and commuters informed throughout.
Item 5h
CONCURRENCE
This project has been reviewed and has concurrence from Public Works including the Transportation Manager, Parking Manager, SLO Transit Manager and City Engineer.
Additionally, the project has been reviewed and has concurrence from the SLO City Fire Department.
The City’s Communications Manager has also reviewed the project and is working with the project team to implement the communications plan.
ENVIRONMENTAL REVIEW
This project is categorically exempt from environmental review pursuant to section 15301 of the CEQA Guidelines (Existing Facilities) since it is a maintenance and replacement project. A Notice of Exemption will be filed through the Community Development Department.
The complete street elements are consistent with the Land Use and Circulation Element as well as the Active Transportation Plan, therefore consistent with the environmental review of those documents. In addition, the types of complete street improvements proposed as part of this Project would all be considered categorically exempt from CEQA in the category of Existing Facilities, maintenance activities. Therefore, no additional environmental review is triggered.
FISCAL IMPACT
Budgeted: Yes Budget Year: 2022-23
Funding Identified: Yes
Fiscal Analysis:
Funding
Sources
Total Budget
Available
Current Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund $4,333,774 $2,130,623 $2,203,151 $
State
Federal
Fees
SB1 Fund: $1,049,877 $1,049,877 $0
Total $5,383,651 $3,180,500 $2,203,151 $
Item 5h
Active
Transportation
Plan
Implementation
(100502)
Parking Lot
Maintenance
(1000031)
Pedestrian and
Bicycle Pathway
Maintenance
(1000032)
Storm Drains
Annual Asset
Maintenance
Account (90742)
Sidewalk
Annual Asset
Maintenance
Account
(90849)
General Fund SB1 Fund General Fund General Fund General Fund General Fund General Fund Construction Estimate $1,020,123 $1,049,877 $200,000 $30,000 $50,000 $0 $0 $2,350,000 Additive Atl A Estimate $50,000 $0 $0 $0 $0 $100,000 $100,000 $250,000 Contingencies $300,000 $0 $0 $5,000 $10,000 $15,000 $20,000 $350,000 Total Construction Estimate $1,370,123 $1,049,877 $200,000 $35,000 $60,000 $115,000 $120,000 $2,950,000 Construction Management $200,000 $200,000
Materials Testing $15,000 $15,000
Printing & Advertising $500 $500
Public Relations $15,000 $15,000
Total Project Estimate $1,600,623 $1,049,877 $200,000 $35,000 $60,000 $115,000 $120,000 $3,180,500 Available Project Balance $185,752 $0 $0 $167,069 $5,775 $827,347 $362,831 $1,548,774 FY 2022-23 Additional
Funding on 7/1/2022 $2,425,000 $1,049,877 $200,000 $35,000 $150,000 $725,000 $250,000 $4,834,877 Funding Returned to Capital
Project Reserve Fund $1,000,000 $0 $0 $0 $0 $0 $0 $1,000,000 Total Funding After 7/1/2022 $1,610,752 $1,049,877 $200,000 $202,069 $155,775 $1,552,347 $612,831 $5,383,651 Remaining Balance $10,129 $0 $0 $167,069 $95,775 $1,437,347 $492,831 $2,203,151 Street Reconstruction and
Resurfacing - Annual Asset
Maintenance Account
(90346)
Project Total
Costs
ESTIMATED PROJECT COST BY FUNDING SOURCES
Roadway Sealing 2022, Specification No. 1000560
This proposed project is recommended to be awarded prior to the new fiscal year with work not starting before July 1, 2022, when the Fiscal Year 2022-23 funding is available.
If funding is not sufficient to support all of this project’s needs, only portions of the contract would be awarded to reflect the work that can be completed with the available budget. In order to allow for project implementation during the summer months, and to lessen impacts to the traveling public, staff is recommending this project be approved for advertisement now.
The Streets Reconstruction and Resurfacing account (90346) has a balance of $185,752, which includes appropriation of the additional $150,000 approved by Council with adoption of the Mid-Year Budget on February 15, 2022. Project funding also includes receipt of $3,474,877 in Fiscal Year 2022-23. However, $1,000,000 will have to be transferred back the Capital Project Reserve Fund as described in Council Report authorizing advertising of Area 6 & 7 Curb Ramps approved on 2/15/2022 (Attachment D).
Due to the number of multi-modal transportation improvements proposed in this project, the Active Transportation Plan Implementation Account (100502) will contribute $200,000 in Fiscal Year 2022-23 towards this project.
Item 5h
Curb ramp/bulbout improvements at the intersection of Higuera and Nipomo is proposed to come from the Sidewalk Annual Asset Maintenance Account (90849). Funding for storm drain replacement work at intersection of Higuera and Nipomo is proposed to come from the CMP Storm Drain Replacement Account (90742) which currently has a balance of $827,347 and sufficient to support storm drain replacement work. Remaining balance in this account will be used to support the culvert repair at the Broad and Leff intersection.
The Parking lot Maintenance account (1000031) has a current balance of $167,069 and will receive an additional $35,000 in Fiscal Year 2022-23. These funds will be sufficient to support the Islay Park Parking Lot maintenance work identified in this project.
The Pedestrian and Bicycle pathway Maintenance account (1000032) has a current balance of $5,775 and will receive an additional $150,000 in Fiscal Year 2022-23. These funds will be sufficient to support the Madonna Inn pathway maintenance work identified in this project.
ALTERNATIVES
Deny authorization to advertise. The City Council may choose not to authorize project advertisement. Staff does not recommend this alternative because this is the ideal time to advertise paving projects for summer construction. Additionally, advertising the project now will positions the City to begin work as early as possible and minimize impacts to the traveling public.
ATTACHMENTS
A – Project Plans (1000560)
B – Project Specifications (1000560)
C – Project Vicinity Map (1000560)
D – Council Agenda Report Authorizing Advertising of Area 6 & 7 Curb Ramps
APPROVED BY
SPECIFICATION NO. DATE
of
SHEET
index to plans
sheet description
san luis obispo county, california
Brian A. Nelson, Acting City Engineer R.C.E. C79870 Approved Date 1000560 FEB 2022 Y
ROADWAY SEALING 2022
T1
S1-5 OCEANAIRE DRS6 ATASCADERO AVES7-8 GALLEON WAYS8-10 ROYAL WAY S11-12 MADONNA RDS13-15 PREFUMO CYN RDS16 DESCANSO STS17 DIABLO DR [MO DAY, YEAR]
No. C 79870
AREA 6 AREA 7
LEGEND
STREETS TO BE SEALED
AREA 9 DOWNTOWN BOUNDARY -
SEALING TO BEGIN ON SEPTEMBER
1ST, 2022 Reference Documents: City Standard Specifications - January 2020 Edition City Engineering Standards - January 2020 Edition
AREA 6 & 7 BOUNDARIES
0 SCALE IN FEET
1500
S18 DALY AVES19-20 HIGHLAND DRS20-21 PATRICIA DRS22-27 CERRO ROMAULDOS28-30 RAMONA DRIVE S31 BOYSEN AVES32 LA ENTRADA AVES33 MURRAY AVES34 MISSION STS35-39 LINCOLN ST S57 RAILROADS59 BEEBEE STS60 HIND
S61-62 SUBURBAN ROAD
D1-2 DETAILS
S40-41 PALM STREETS42-46 MONTEREY STS47-50 HIGUERA ST
S51-54 MARSH STS55-56 PACIFIC STS58 MARSH & HIGUERA
C1 ISLAY PARK - PARKING LOT MAINTENANCEC2 MADONNA INN PATHWAY (STA 10+00 - STA 28+12)C3 MADONNA INN PATHWAY (STA 28+12 - STA 45+11)C4 AREA 9 SURFACE REPAIRC5 PAVING DETAILSC6 HIGUERA AND NIPOMO CURD RAMP AND BULBOUTC7 HIGUERA AND NIPOMO STORMDRAIN IMPROVEMENTSC8 HIGUERA AND NIPOMO SIGNAL MODIFICATION T1 COVER PAGE T2 LEGEND AND NOTES
AREA 6AREA 7AREA 9
MISC
CIVIL SHEETS
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
SK
BN
1" = 300'
MONTH YEAR
1000167
Y
/(*(1'$1'127(6
T2
general notes: legend:
PAVEMENT AREAS
DRIVEWAY
SYMBOL
SEWER MANHOLE
UTILITY COVER
WATER VALVEMONUMENT
LIMITS OF
ROADWAY SEALING
1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE
PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2018 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS
AND ENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS AND STANDARD PLANS, 2015 EDITION.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT
THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,
WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
3. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE
AT THE TIME THE BID OPENS AND DURING THE ENTIRE LENGTH OF THE CONTRACT.
4. THESE PLANS DO NOT INDICATE OVERHEAD LINES. CONTRACTOR
SHALL TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT
WITH OR DAMAGE TO EXISTING OVERHEAD LINES.
5. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR
DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY
FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS.
MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND
SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY.
6. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS STANDARD PLANS A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE.
7. WHERE NO CURB AND GUTTER EXISTS AND EDGE OF PAVEMENT IS
OBSTRUCTED BY VEGETATION, CONTRACTOR SHALL TRIM BACK
VEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TO
IMPROVEMENTS.
8. SHARROW, TURN SHARROW, AND GREENWAY SYMBOL MARKING
LOCATION SHALL BE FIELD LOCATED BY CITY TRANSPORTATION
STAFF AND SHALL BE PLACED IN ACCORDANCE WITH DETAIL GSHEET 59.
9. INSTALL R4-11 AT BEGINNING OF ALL SHARED ROUTES AND AFTER SIGNIFICANT INTERSECTIONS AS MARKED IN FIELD. WHERE NOTED,SIGNS SHALL BE ADDED TO EXISTING PUNCH POSTS (UPGRADING TO 14' PUNCH POSTS IF NECESSARY TO MAINTAIN 7' CLEARANCE FROM WALKWAY).
10. GREEN PAINT AT BIKE LANES SHALL BE COLOR-SAFE MMA OR EQUIVALENT PER SECTION 84-6.01.
11. HYDRANT MARKERS SHALL BE INSTALLED PER STD. 2920, DO NOT INSTALL IN BIKE LANES.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY COVERS IN FIELD.
13. PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIP BETWEEN COVER AND SLURRY DOES NOT FORM.
14. PAVEMENT MARKS SHALL BE WHITE UNLESS OTHERWISE NOTED.15. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.16. NEW SIGN POST LOCATION MUST BE FIELD MARKED AND LOCATIONS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
17. PARKING TEE LOCATION MUST BE FIELD MARKED AND LOCATIONS APPROVED BY THE ENGINEER PRIOR TO PAINTING.
18. THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TO APPLICATION.
19. LOCATION OF ALL SIGNS, STRIPING AND SPEED HUMP/TABLES TO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
20. ADD AS GENERAL NOTE: ALL PUNCH POSTS IN DOWNTOWN CORE POWDER COATED GREEN PER STDS., TYP.
EDGE GRINDING
EXISTING PROPOSED
TREE PROTECTION
abbreviations
Cont Continued
BC Begin CurveDim Dimensions
(E) Existing
EA EachEC End CurveE.S. Each SideLF Linear FeetPC Point of CurvatureR RadiusROW Right-of-Way SQFT Square Feet
Typ. Typical
STRIPINGPAVEMENT MARKING
1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE
THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES
WHENEVER POSSIBLE.
2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH
CONSTRUCTION EQUIPMENT, THE FOLLOWING TECHNIQUES MAY
BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION
ACTIVITIES:
a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO
AVOID CONTACT WITH TREES
b. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE
CONTACT WITH CONSTRUCTION EQUIPMENT
c. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT
UNDER VULNERABLE TREES
d. UNDER COORDINATION WITH THE CITY ARBORIST, PUSH
INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 2
607 LF
12" WHITE
29 LF
N
SEE MATCHLINE BELOW LOS OSOS VALLEY ROAD
GREENWAY
45.5 SQFT, Typ.
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE
1) PER CITY STD 7320/21
DETAIL 22
50 LF
INSTALL OCEANAIRE
NEIGHBORHOOD GREENWAY
SIGN ON 12' PUNCH POST
INSTALL W84(CA)
ON 12' PUNCH POST
MH
MH
MH
YELLOW HI-VIS CROSSWALK
PER CITY STD 7350 (86 LF)
INSTALL W84(CA) ON
12' PUNCH POST
OCEANAIRE
20'
DETAIL 2
103 LF
DETAIL 2
607 LF Cont.
12" WHITE
20 LF
DETAIL 22
50 LF
N
GALLEON
SEE MATCHLINE ABOVE
SEE
MATCHLINE
SHEET 2
MATCHLINESEE SHEET 8
DRAKE
GREENWAY
45.5 SQFT, Typ. "STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
12" WHITE
24 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
INSTALL OCEANAIRE NEIGHBORHOOD
GREENWAY SIGN WITH RIGHT ARROW
PLAQUE ON 12' PUNCH POST
INSTALL OCEANAIRE
NEIGHBORHOOD GREENWAY SIGN
ON 12' PUNCH POST
INSTALL W84(CA) ON
12' PUNCH POST
INSTALL OCEANAIRE NEIGHBORHOOD
GREENWAY SIGN WITH LEFT ARROWPLAQUE ON 12' PUNCH POST
MH
MH
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP
(TYPE 1) PER CITY
STD 7320/21
INSTALL R1-1 SIGN ON
12' PUNCH POST
RED CURB
68 LF
INSTALL R1-1 SIGN
ON 12' PUNCH POST
YELLOW HI-VIS
CROSSWALK PER
CITY STD 7350 (69 LF)
12" WHITE
20 LF
YELLOW HI-VIS CROSSWALK
PER CITY STD 7350
(69 LF)
REMOVEEXISTING
SIGN, INSTALL
R1-1 SIGN ON
(E) POST
OCEANAIRE
20'
20'
20'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S1
0 SCALE IN FEET
40
DETAIL 2
55 LF
DETAIL 2
271 LF
N
SEE
MATCHLINE
SHEET 1 SEE MATCHLINE BELOW DETAIL 22 50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
MH
MH
MH
INSTALL W84(CA) ON
12' PUNCH POST
INSTALL W84(CA) ON
12' PUNCH POST
C
CIT
OCEANAIRE
MARINERS COVE
20'
DETAIL 22
230 LF
"STOP" LEGEND
22 SQFT, Typ. 12" WHITE 18 LF
DETAIL 22
50 LF
N
AVALON
BALBOA
SEE
MATCHLINE
ABOVE
MATCHLINE
SEE SHEET 3
A DETAIL 290
DETAIL 22
68 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE
1) PER CITY STD 7320/21
MH
MH
INSTALL W84(CA)
ON 12' PUNCH POST
INSTALL W84(CA)
ON 12' PUNCH POST
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350 (41 LF)
OCENAIRE
YELLOW HI-VIS
CROSSWALKS PERCITY STD 7350 (52 LF)
12" WHITE
18 LF
12" WHITE18 LF 17'
21'
21'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S2
0 SCALE IN FEET
40
DETAIL 2
247 LF
N
MATCHLINE SEE SHEET 2
SEE
MATCHLINE
BELOW
AVALON
DETAIL 22
290 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP
(TYPE 1) PER CITY
STD 7320/21
MH
OCEANAIRE
20.5'
AVALON
LAKEVIEW
DETAIL 2
55 LF
12" WHITE17 LF
DETAIL 22
50 LF
N
SEE MATCHLINE ABOVE
SEE
MATCHLINE
SHEET 5
DETAIL 2
871 LF
"STOP" LEGEND
22 SQFT, Typ. YELLOW HI-VIS
CROSSWALKS PER CITYSTD 7350 (89 LF)
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF "HUMP" LEGEND 25 SQFT, Typ.
(N) SPEED HUMP (TYPE
1) PER CITY STD 7320/21
MH
MH
12" WHITE17 LF
12" WHITE17 LF
INSTALL W84(CA) ON
12' PUNCH POST
INSTALL W84(CA) ON
12' PUNCH POST
OCEANAIRE
20'
18'
20.5'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S3
0 SCALE IN FEET
40
DETAIL 22
50 LF
N
BALBOA
MATCHLINE
SEE BELOW
MATCHLINE
SEE BELOW
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
(85 LF)
GULF
YELLOW HI-VIS CROSSWALK
PER CITY STD 7350
(58 LF)
MH
MH
MH
MH
12" WHITE
16 LF
12" WHITE
18 LF
INSTALL R1-5 SIGN ON NEW 12'
PUNCH POST
INSTALL R1-5 SIGN ON
NEW 12' PUNCH POST
INSTALL BOLT-DOWN
R1-6 SIGN
YIELD LINE 5Δ
YIELD LINE 5Δ
INSTALL RED CURB PAINT THRUINTERSECTION TO NEAREST
DRIVEWAYS SOUTH OF LAKEVIEW
(140 LF)
LAKEVIEW
19'
18'
N
MATCHLINE
SEE ABOVE
YELLOW "XING" LEGEND
21 SQFT
YELLOW "SCHOOL" LEGEND
35 SQFT
YELLOW "SLOW" LEGEND
23 SQFT
MH
MH
BALBOA
35'
N
MATCHLINE
SEE ABOVE
YELLOW "XING" LEGEND
21 SQFT
YELLOW "SCHOOL" LEGEND
35 SQFT
YELLOW "SLOW" LEGEND
23 SQFT
BALBOA
35'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S4
N
SEE
MATCHLINE
SHEET 3 SEE MATCHLINE BELOW DETAIL 2 871 LF Cont.
MH
MH
41.0'
OCEANAIRE
N
ATASCADERO
SEE MATCHLINE
MADONNA
ABOVE
MATCHLINE
SEE SHEET 6
DETAIL 2
871 LF Cont.
DETAIL 2
79 LF
YELLOW HI-VIS
CROSSWALK PER
CITY STD 7350
(60 LF)
12" WHITE
26 LF
"STOP" LEGEND
22 SQFT
GREENWAY
45.5 SQFT
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
INSTALL OCEANAIRE NEIGHBORHOOD
GREENWAY SIGN WITH LEFT ARROW
PLAQUE ON 12' PUNCH POST
REPLACE EXISTING 12' PUNCH POST WITH 14'
PUNCH POST. INSTALL OCEANAIRE
NEIGHBORHOOD GREENWAY SIGN.
REINSTALL R2-1 SPEED LIMIT SIGN BENEATH
MH
MH
INSTALL W84(CA)
SIGN ON NEW 12'
PUNCH POST
DETAIL 22
50 LF
ADD OCEANAIRE NEIGHBORHOOD
GREENWAY SIGN W/ RIGHT PLAQUE
ON 12' PUNCH POST
LEFT TURN BIKE BOX
PER DETAIL B, SHEET
D1, Typ.
50'
7'
14'
RED CURB
21 LF
RED CURB
50 LF
OCEANAIRE
13'
20'
20.5'
20.5'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S5
GULF
N
MATCHLINE
SEE SHEET 5
SEE
MATCHLINE
BELOW
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP(TYPE 1) PER CITY
STD 7320/21
INSTALL
W84(CA) ON 12'
PUNCH POST
MH MH
INSTALL R4-11 SIGN, STRAP TO
EXISTING STREETLIGHT POLE
ATASCADERO
41'
BORONDA N
SEE
MATCHLINE
ABOVE"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
MH MH
INSTALL W84(CA) ON 12'PUNCH POST ATASCADERO
41'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S6
N
ATASCADERO
SEE MATCHLINE BELOW
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
GREENWAY
45.5 SQFT, Typ.
DETAIL 22
180 LF
INSTALL
OCEANAIRE
NEIGHBORHOOD
GREENWAY SIGN
ON 12' PUNCH
POST
INSTALL R4-11 AND OCEANAIRE
NEIGHBORHOOD GREENWAY
SIGNS ON 12' PUNCH POST
MH
MH
MH
MH
INSTALL W84(CA) ON 12'
PUNCH POST
GALLEON
CORAL W NEWPORT
41.0'
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
(80 LF)
YELLOW "SCHOOL" LEGEND
35 SQFT, Typ.
YELLOW "SLOW" LEGEND
23 SQFT
YELLOW "XING" LEGEND
21 SQFT
DETAIL 22
50 LF
N
ROYAL
SEE
MATCHLINE
ABOVE
SEE
MATCHLINE
SHEET 8
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
GREENWAY
45.5 SQFT, Typ.
INSTALL OCEANAIRE NEIGHBORHOOD GREEWAY
SIGN WITH DOUBLE ARROW PLAQUE ON 12'
PUNCH POST
MH
MH
MH
INSTALL W84(CA) ON 12'
PUNCH POST
DETAIL 22, 50 LF
6" YELLOW 5' O.C.
INSTALL BOLT-DOWN
R1-6 SIGN
RED CURB FROMDRIVEWAY TO DRIVEWAY
(95 LF)
GALLEON
W NEWPORT
20'
20'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S7
CAVALIER N
SEE
MATCHLINE
SHEET 7
SEE
MATCHLINE
SHEET 1
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
SPEED HUMP (TYPE 1)
PER CITY STD 7320/21
MH
MH
MH
INSTALL W84(CA) ON 12'
PUNCH POST
GALLEON
CAVALIER
41.0'
DETAIL 2
247 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
FAIRWAY ROYAL CT
MATCHLINE SEE SHEET 9
MH
MH
ROYAL
20'
No. C 84733 CITY SPECIFICATION NO.
DATE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S8
DETAIL 22
50 LF
N
MATCHLINE SEE SHEET 8
SEE MATCHLINE BELOW DETAIL 2 545 LF
MH
MH
MH
MH
ROYAL
ROYAL ROYAL
20'
DETAIL 22
706 LF
N MATCHLINE SEE ABOVE MATCHLINE SEE SHEET 10
ROYAL MH
20'
No. C 84733
CITY SPECIFICATION NO.DATE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S9
DETAIL 22
706 LF, Cont.
DETAIL 22
422 LF
N
CUCARACHA
MATCHLINE
SEE SHEET 9
SEE
MATCHLINE
BELOW
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT
MH
MH
ROYAL
20'
DETAIL 22
60 LF
DETAIL 38
54 LF
DETAIL 38
60 LF
TYPE VII ARROW
27 SQFT
TYPE IV ARROW
15 SQFT, Typ.
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
(206 LF)
N
SEE
MATCHLINE
ABOVE
MH
MH
ROYAL
LOS OSOS VALLEY ROAD
10' 11' 20'
41'
20' 10' 11'
No. C 84733
CITY SPECIFICATION NO.DATE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S10
SPOONER
N
SEE
MATCHLINE
BELOW
"HUMP" LEGEND
25 SQFT, Typ. REMOVE (E) SPEED TABLE AND
REPLACE WITH SPEED TABLEPER CITY STD 7325
6" YELLOW
57 LF
DETAIL 22
38 LF
HI-VIS CROSSWALK
PER CITY STD 7350
25 LF
YIELD LINE
5 Δ
YIELD LINE
5 Δ
MH MH MH
MADONNA
20'
TONINI
N
SEE
MATCHLINE
SHEET 12
SEE
MATCHLINE
ABOVE
"HUMP" LEGEND
25 SQFT, Typ.
REMOVE (E) SPEED TABLE ANDREPLACE WITH SPEED TABLE
PER CITY STD 7325
DETAIL 22
78 LF DETAIL 22
95 LF
DETAIL 18
57 LF
TYPE IV ARROW
15 SQFT Typ.
DETAIL 38
65 LF
DETAIL 18
57 LF
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
87 LF
MH
MH
MH
INSTALL (E) R8-3a AND
W84(CA) SIGNS ON NEW 14'
PUNCH POST MADONNA
20'
15' 13' 12'
EL TIGRE
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S11
EL TIGRE N LOS OSOS VALLEY ROAD
SEE
MATCHLINE
SHEET 11
DETAIL 38
179 LF
TYPE VII ARROW
27 SQFT, Typ.
DETAIL 22
235 LF
MH MH
YELLOW HI-VIS
CROSSWALK PER
CITY STD 7350
TYPE IV ARROW
15 SQFT Typ.
MADONNA
12' 13' 15'
LA VIRADA
YELLOW HI-VIS
CROSSWALK PER CITYSTD 735073 LF "KEEP" LEGEND
24 SQFT, Typ.
12" WHITE
51 LF
12" WHITE
54 LF
DETAIL 22
171 LF
DETAIL 22
127 LF
DETAIL 38
175 LF
DETAIL 38
175 LF
DETAIL 9
103 LF EA
TYPE IV ARROW
15 SQFT, Typ.
N
LOS OSOS VALLEY ROAD
"CLEAR" LEGEND
27 SQFT, Typ.
H
MH
12" WHITE10 LF
GREENBACK
SHARROW SYMBOL36 SQFT, Typ.
LAGUNA LN
16'
10'
10'
6'
11'
12" WHITE
43 LF
12" WHITE
51 LF
LEFT TURN BIKE BOXPER DETAIL B, SHEETD1, Typ.
14'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
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SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S12
MH
SEE
MATCHLINE
SHEET 14
SEE
MATCHLINE
ABOVE
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 27B
1580 LF, Cont.
DETAIL 22
1696 LF, Cont.
DETAIL 27B
1793 LF
N
14'
7'
14'
7'
PREFUMO CANYON
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
CASTILLO
MH
SEE
MATCHLINE
BELOW
DETAIL 27B
415 LF
DETAIL 27B
1580 LF
DETAIL 22
1696 LF
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
N
X
X
X
X X
14' 7' 14' 7'
18'
PREFUMO CANYON
LIMITS OF WORK
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S13
ISABELLA
MH
MH
SEE MATCHLINE SHEET 15 MATCHLINE SEE ABOVE
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 27B
1793 LF, Cont.
DETAIL 38
67 LF, Cont.
DETAIL 22
133 LF, Cont.
DETAIL 27B
295 LF, Cont. DETAIL 32
384 LF, Cont.
4" WHITE
45° 5' O.C.
4" WHITE
79 LF
4" WHITE45° 5' O.C.
4" WHITE
124 LF
DETAIL 27B
365 LF
DETAIL 27B
1079 LF
DETAIL 27B
1092 LF
TYPE I ARROW
15QFT, Typ.
N
PREFUMO CANYON
11'
6'
9'
11'
11'
7'
10'
12'
11'
7'
12'
6'
LIMITS OF WORK
MH
MH
MATCHLINE SEE BELOW
MATCHLINE SEE SHEET 13
ISABELLA
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 27B
1580 LF, Cont. DETAIL 22
1696 LF, Cont.
DETAIL 27B
1793 LF, Cont.
N
PREFUMO CANYON
14'
7'
14'
7'
LIMITS OF WORK
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S14
N
CORTEZ
MH MH MH
SEE
MATCHLINE
BELOW
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
TYPE I ARROW
15QFT, Typ.
DETAIL 27B
319 LF
DETAIL 27B
301 LF
DETAIL 32
214 LF
DETAIL 27B
DETAIL 27B 1079 LF, Cont.
1092 LF, Cont.
4" WHITE "STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
145 LF, Cont.
DETAIL 38A
49 LF, Cont.
12" WHITE
36 LF
PREFUMO CANYON
12" WHITE
17 LF
"STOP" LEGEND
22 LF, Typ.
11' 6' 9' 10' 11' 7' 9'
LOS OSOS VALLEY ROAD
SAN ADRIANO
12" WHITE
16 LF
DEL RIO
MH MH
N
SEE
MATCHLINE
ABOVE
SEE
MATCHLINE
SHEET 15
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 22
150 LF
DETAIL 38
67 LF, Cont.
TYPE I ARROW
15QFT, Typ. DETAIL 27B 1079 LF, Cont. DETAIL 27B 1092 LF, Cont.
DETAIL 32
384 LF
DETAIL 27B
149 LF DETAIL 27B 165 LF
DETAIL 27B
159 LF
DETAIL 27B
139 LF
DETAIL 32 PREFUMO CANYON 152 LF
9' 6' 11' 11' 11' 7' 10'
12" WHITE
16 LF
"STOP" LEGEND
22 LF, Typ.
11' 7' 9' 9' 12' 6' 10'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S15
N
LOS OSOS VALLEY ROAD
VISTA DEL BRISA
DETAIL 22
50 LF
DETAIL 38
50 LF
DETAIL 38
50 LF
DETAIL 22
50 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
MH
MH
MH
MH
MH
YELLOW HI-VIS
CROSSWALKS PERCITY STD 7350
42 LF
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
51 LF
8' 10'
DESCANSO
9' 10'
PORTOLA
DEL RIO
N SAN ADRIANO
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE16 LF
12" WHITE16 LF
12" WHITE
16 LF
12" WHITE
16 LF
MH
MH
MH
MH
MH DESCANSO
N
SEE
MATCHLINE
SHEET 17
MH
"AHEAD" LEGEND31 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ. DIABLO
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S16
DEATIL 22
50 LF
DEATIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
21 LF
12" WHITE
17 LF
12" WHITE
21 LF
12" WHITE
18 LF
N
SEE
MATCHLINE
BELOW
SEE
MATCHLINE
SHEET 16
MH
MH MH
MH
MH
"AHEAD" LEGEND
31 SQFT, Typ.
DIABLO
DEL RIO
CASITAS
18'
18'
12" WHITE
20 LF
"STOP" LEGEND
22 SQFT
N
SEE
MATCHLINE
ABOVE
12" WHITE
20 LF
12" WHITE
20 LF
M
MH MH MH MH
MH
MH
12" WHITE
22 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DIABLO
CLEARVIEW
LOS OSOS VALLEY ROAD
MIRADA
19'
18'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S17
AL-HIL
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
24 LF
12" WHITE
16 LF
12" WHITE
16 LF
PATRICIA MH
MH
MH
MH
MH
DALY
FEL MAR
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S18
OAKRIDGE
HIGHLAND
N
FEL MAR
12" WHITE
22 LF
DETAIL 22
67 LF
DETAIL 2
823 LF
DETAIL 22
289 LF
"STOP" LEGEND
22 SQFT, Typ.
MH
MH
MH
MH
MH
MH
MH
SEE SHEET 20
MATCHLINEHIGHLAND
18'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S19
N
DETAIL 2
1039 LF Cont.
MH
MH
SEE
MATCHLINE
SHEET 19
SEE
MATCHLINE
BELOW
18'
HIGHLAND
N
DETAIL 22
50 LF
12" WHITE15 LF
12" WHITE
20 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 2
79 LF DETAIL 22
50 LF
DETAIL 22
50 LF
"AHEAD" LEGEND31 SQFT, Typ.
DETAIL 2
295 LF
12" WHITE15 LF
YELLOW HI-VIS CROSSWALKS
PER CITY STD 7350 (160 LF)
MH
MH
MH
MATCHLINE
SEE ABOVE
SEE
MATCHLINE
SHEET 21
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
ADD R4-11 SIGN ON
12" PUNCH POST
SHAR
18'
PATRICIA
HIGHLAND
WARREN
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S20
DETAIL 22
205 LF
DETAIL 2
295 LF
12" WHITE
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT, Typ.
GREENWAY SYMBOL
45.5 SQFT, Typ.
SPEED HUMP
(TYPE 1) PER
CITY STD 7320/21
"HUMP" LEGEND
25 SQFT, Typ.
INSTALL W17-1
ON 12' PUNCH
POST
INSTALL W17-1
ON 12' PUNCH
POST
MH
MH
MH
MH
MH
(N) SPEED HUMP
(TYPE 2) PER CITY STD
7320/21
INSTALL
W84(CA) ON 12'
PUNCH POST
INSTALL W84(CA) ON 12'
PUNCH POST
JAYCEE
CRAIG
17'
12" WHITE18 LF
"STOP" LEGEND
22 SQFT, Typ.
ADETAIL 22
50 LF
DETAIL 22
50 LF
N
GREENWAY SYMBOL
45.5 SQFT, Typ.
DETAIL 2
175 LF
12" WHITE14 LF
YELLOW HI-VIS CROSSWALK
PER CITY STD 7350
58 LF
DETAIL 22
50 LF
"AHEAD" LEGEND
31 SQFT
INSTALL CERRO ROMAULDO
NEIGHBORHOOD GREENWAY SIGN
WITH LEFT ARROW PLAQUE ON 12'
PUNCH POST
REPLACE EXISTING PUNCH POST
WITH 14' PUNCH POST. INSTALL
CERRO ROMAULDO NEIGHBORHOOD
GREENWAY SIGN WITH LEFT ARROW
PLAQUE. REINSTALL NO
PARKING/END SIGN UNDER
NEIGHBORHOOD GREENWAY SIGN.
MH
MH
MH
SEE SHEET 20
MATCHLINE
SEE
MATCHLINE
SHEET 23 GREENBACK SHARROW SYMBOL 36 SQFT, Typ. DETAIL 22 71 LF
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350
24 LF
PATRICIA
YELLOW HI-VIS
CROSSWALKS PERCITY STD 735055 LF
CRAIG
18'
18.6'
17'
CRAIG
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S21
12" WHITE
24 LF
DETAIL 22
50 LF
N
12" WHITE
22 LF
"STOP" LEGEND
22 SQFT, Typ.
MH
MH
MH
MH
MATCHLINESEE SHEET 23
LOS CERROS
PROTECT(E) PAVERS
CERRO
ROMAULDO FOOTHILL
LA LOMA
16'
18'
N
12" WHITE15 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
188 LF
DETAIL 22
271 LF
12" WHITE15 LF
12" WHITE
15 LF
MH
MH
MH
MH
MH
MATCHLINE
SEE SHEET 23
MATCHLINE SEE SHEET 23
CERRO ROMAULDO
16'
CERRO CT
ROSITAPROTECT (E) PAVERS No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S22
6" YELLOW
50 LF
YELLOW HI-VIS
CROSSWALK PER CITY
STD 7350
DETAIL 2
151 LF
MATCHLINE
SEE BELOW
N
GREENBACKSHARROW SYMBOL36 SQFT, Typ.
ADD R4-11 SIGN ON
12" PUNCH POST
PATRICIA
16'
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 2
175 LF
N
DETAIL 22
71 LF
GREENWAY SYMBOL
45.5 SQFT
"HUMP" LEGEND
25 SQFT, Typ.
SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
DETAIL 2
366 LF
TRAFFIC CIRCLE
INSTALL CERRO ROMAULDONEIGHBORHOOD GREENWAY
SIGN ON 12' PUNCH POST
INSTALL W-84 ON 12' PUNCH POST
INSTALL CERRO ROMAULDO
NEIGHBORHOOD GREENWAY SIGN
WITH RIGHT ARROW PLAQUE ON 12'
PUNCH POST
MH
MH
MH
MH
MH
MATCHLINE
SEE ABOVE
MATCHLINE
SEE SHEET 21
MATCHLINE
SEE SHEET 22
SEE
MATCHLINE
SHEET 24
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
ADD R4-11 SIGN ON
12" PUNCH POST
6" YELLOW
17 LF
12" WHITE
15 LF
6" YELLOW
17 LF
12" WHITE
17 LF
CERRO ROMAULDO
PATRICIA
17'
16'
17'
17'
12" WHITE
14 LF
DETAIL 22
50 LF
N
ROSITA
16.5'
MH MATCHLINE SEE SHEET 22
MATCHLINE SEE SHEET 22
N
DETAIL 22
418 LF
DO
CERRO ROMAULDO
17'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S23
12" WHITE
22 LF
12" WHITE18 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
85 LF
DETAIL 22
50 LF
N
DETAIL 2
366 LF, Cont.
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
"STOP" LEGEND
22 SQFT, Typ.
GREENWAY SYMBOL
45.5 SQFT, Typ.
MH
MH
MH
MH
MH
MH
MH
MH
MATCHLINE
SEE SHEET 23
MATCHLINE
SEE SHEET 25
ADD W84(CA) SIGN
ON 12" PUNCH
POST
CERRO ROMAULDO
JEFFREY
JEFFREY
17'
19'
16'
12'
N
12" WHITE
22 LF
"STOP" LEGEND
22 SQFT
12" WHITE
22 LF
MH
JEFFREY
HIGHLAND
12" WHITE
19 LF
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT
MH
MH
MH
JEFFREY
JEFFREY
13'
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
13 LF
DETAIL 22
50 LF
N
MH
JEFFREY
CRAIG
17'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S24
LA CANADA
DETAIL 22
50 LF
DETAIL 2
35 LF
DETAIL 22
50 LF
DETAIL 2
79 LF
N
SANTA LUCIA
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
GREENWAY SYMBOL
45.5 LF
MH
MH
MH
MATCHLINE
SEE SHEET 25
SEE
MATCHLINE 12" WHITE ABOVE 24 LF 12" WHITE 24 LF ADD W84(CA) SIGN ON 12" PUNCH POST
CERRO ROMAULDO
ADD W84(CA)
SIGN ON 12"
PUNCH POST
17'
N. TASSAJARA CUESTA
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
20 LF
12" WHITE
23 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 2
79 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
DETAIL 22, 68 LF
6" YELLOW 4' O.C.
GREENWAY SYMBOL
45.5 SQFT, Typ.
12" WHITE
26 LF
12" WHITE
36 LF
TRAFFIC CIRCLE
MH
MH
MH
MATCHLINE SEE BELOW
MATCHLINE SEE SHEET 25 DETAIL 22, 50 LF 6" YELOW 4' O.C.
DETAIL 22, 74 LF
6" YELLOW 4' O.C.
DETAIL 22, 72 LF
6" YELLOW 4' O.C.
12" WHITE
17 LF
12" WHITE
16.5 LF
CERRO ROMAULDO
17'
17'
17'
17'
17'
17'
17'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S25
LA CANADA
N TASSAJARA
DETAIL 22
207 LF
N
DETAIL 22
270 LF
MH
MH
MH
MH
MH
TOLOSA
SANTA LUCIA
17'
17'
N
MH MH
MH
MH
MH
MH
MH
MH
CUESTA
HIGHLAND
FELTON
17'
15'
17'
18'
18'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S26
N. TASSAJARA
CUESTADETAIL 22 50 LF
DETAIL 22
50 LF
BICYCLE LOOP SYMBOLPER CALTRANS A24C
2 SQFT, Typ.
N
12" WHITE 16 LF
12" WHITE 32 LF
12" WHITE 42 LF
12" WHITE
32 LF 12" WHITE
16 LF
12" WHITE
24 LF
MH MH MH
MH
MH
MH
FOOTHILL
12" WHITE 36 LF
17' 17.5'
16.4'
DETAIL 2
775 LF
N
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE
2) PER CITY STD 7320/21 SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
MH
MH
MH
MATCHLINE
SEE SHEET 25
SEE
MATCHLINE
SHEET 32
ADD W84(CA) SIGN
ON 12" PUNCH
POST CERRO ROMAULDO
17'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S27
DEL NORTE
N
12" WHITE
17 LF
"STOP" LEGEND
22 SQFT, Typ.
MH
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP
(TYPE 2) PER CITY
STD 7320/21
ADD W84(CA) SIGN
ON 12" PUNCH
POST
ADD W84(CA) SIGN
ON 12" PUNCH
POST
LA ENTRADA
"STOP" LEGEND22 SQFT, Typ.
12' WHITE
17 LF
DETAIL 22
50 LF
DETAIL 22
837 LF
N
"HUMP" LEGEND
25 SQFT, Typ.
DETAIL 27B
1439 LF
DETAIL 27B
845 LF
TRAFFIC CIRCLE
MH
MH
SEE
MATCHLINE
SHEET 29
ADD W84(CA) SIGN
ON 12" PUNCH
POST
SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
7' 10' 10' 7'
RAMONA
RAMONA
LA ENTRADA
16'
DEL SUR SAN JOSE
LA ENTRADA
CATALINA
N
12" WHITE
26 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
167 LF
12" WHITE
32 LF
MH
MH
MH
12" WHITE
26 LF
LA ETRADA
15'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S28
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
N
DETAIL 22
837 LF Cont. DETAIL 27B 1439 LF Cont.
DETAIL 27B
845 LF Cont.
MH MH
SEE
MATCHLINE
SHEET 28
SEE
MATCHLINE
BELOW
7' 10' 10' 7'
RAMONA
DEL MAR
17'
12" WHITE
16 LF
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
12" WHITE 16 LF
16 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
DETAIL 22
281 LF
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
DETAIL 27B
262 LF
DETAIL 27B
1439 LF Cont. DETAIL 22 191 LF
DETAIL 27B
176 LF
MH MH
SEE
MATCHLINE
ABOVE
SEE
MATCHLINE
SHEET 30
7' 10' 10' 7'
7' 10' 10' 7'
ADD W84(CA) SIGN
ON 12" PUNCH RAMONA POST
RAFAEL
S. TASSAJARA 17' 16.5'
17'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S29
DETAIL 27B
179 LF
DETAIL 22
194 LF
DETAIL 27B
164 LF
DETAIL 22
194 LF
DETAIL 22
200 LF
DETAIL 27B
420 LF
12" WHITE
23 LF
DETAIL 22
50 LF
SHARROW SYMBOL
10 SQFT, Typ.
N
(N) SPEED TABLE PERCITY STD 7325
"HUMP" LEGEND
25 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
MH MH
MH
MH
MH
H
MH
SEE
MATCHLINE
SHEET 30
ADD W84(CA) SIGN
ON 12" PUNCH
POST
ADD W84(CA) SIGN ON 12"
PUNCH POST
S. TASSAJARA 16.5'
17'
RAMONA
ELM CT
VERDE
10' 8' 10' 9'
14.5'
12" WHITE
17 LF
N
12" WHITE14 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
12" WHITE
25 LF 12" WHITE
20 LF
12" WHITE
19 LF
12" WHITE
30 LF
MH MH
MH
LUNETA
HERMOSA
RAFAEL
S TASSAJARA
20'
19'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S30
DETAIL 2
775 LF, Cont.
MH
MH
MATCHLINE
SEE RIGHT
MATCHLINE
SEE ABOVE
DETAIL 22
180 LF
BOYSEN
21'
N
DETAIL 2
775 LF
"STOP" LEGEND
22 SQFT
12" WHITE 17 LF
DETAIL 22
50 LF
MH
MH
MH
MATCHLINE SEE BELOW
BOYSEN
20'
20'
N CHORRO
N
DETAIL 2
127 LF
DETAIL 22
36 LF
"STOP" LEGEND
22 SQFT
12" WHITE
35 LF
MH
SEE
MATCHLINE
LEFT
BOYSEN
SANTA ROSA
21'
PROTECT (E)
CROSS GUTTER
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S31
DETAIL 22
50 LF
N
N
GREENWAY SYMBOL
45.5 SQFT, Typ.
DETAIL 2
775 FT, Cont.
"STOP" LEGEND
22 SQFT, Typ.
INSTALL W-84 SIGN
ON 12' PUNCH POST
REMOVE (E) "BIKES MAY USE FULL
LANES" SIGN AND INSTALL CERRO
ROMAULDO NEIGHBORHOOD GREENWAY
SIGN ON (E) 12' PUNCH POST
MH MH
SEE
MATCHLINE
SHEET 27
CERRO ROMAULDO
FERRINI
17'
DETAIL 22
50 LF
DETAIL 22
50 LF
12" WHITE
16 LF
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE16 LF
MH MH
MH
MH
ROUGEOT
CHORRO
17'
17'
12" WHITE
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT, Typ.
MH
RAMONA
PALOMAR
18'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S32
12" WHITE
21 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
37 LF
12" WHITE
20 LF (N) SPEED HUMP (TYPE 2) PER CITY STD 7320/21
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
REPLACE EXISTING PUNCH POST
WITH 14' PUNCH POST. INSTALL
W-84 SIGN. REINSTALL PARKING
SIGN UNDER W-84 SIGN.
INSTALL W-84 SIGN
ON 12' PUNCH
POST
MH MH MH MH
12" WHITE
21 LF
MEINECKE
BROAD
BENTON
CHORRO
18'
18'
"STOP" LEGEND
22 SQFT, Typ.
N
12" WHITE
17 LF
GREENBACK SHARROW SYMBOL
36 SQFT, Typ. 12" WHITE 13 LF
12" WHITE
18 LF
12" WHITE
33 LF
MH
MH
MH
MH
MH
MH
MH
12" WHITE
21 LF
MURRAY
BENTON
BROAD
CHORRO No. C 84733 CITY SPECIFICATION NO. DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S33
12" WHITE
15 LF
N
12" WHITE11 LF
"STOP" LEGEND
22 SQFT, Typ.
MH
MH
MH
MH
MISSION
MISSION
BROAD ALMOND ALLEYALMOND
12" WHITE 19 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
12" WHITE 16 LF
N
12" WHITE 37 LF
12" WHITE 37 LF
MH
MH
MH
MH
MH
MH
MH
CHORRO
MISSION
VENABLE
20'
20'
N
"STOP" LEGEND
22 SQFT
12" WHITE
20 LF
MH
MH
SERRANO
BROAD
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S34
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
INSTALL W84(CA)
ON 12' PUNCH POST
N
SEE
MATCHLINE
RIGHT
WEST
DETAIL 22
352 LF
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
RED CURB 20 LF LEFT
OF DRIVEWAY & 3 LF
RIGHT OF DRIVEWAY
N
MH
MH
MH
MH
SEE
MATCHLINE
BELOW
MATCHLINE
SEE LEFT
LINCOLN
WEST
MISSION
19'
20'
N
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
"HUMP" LEGEND
25 SQFT, Typ.
SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
(N) SPEED HUMP
(TYPE 2) PER CITY
STD 7320/21
MH
MH
MH
SEE
MATCHLINE
SHEET 35
SEE
MATCHLINE
BELOW
20'
LINCOLN
VENABLE
MONTALBAN
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S35
N
DETAIL 22
50 LF
12" WHITE18 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE18 LF
MH
MH
SANTA ROSA
OAK
MONTALBAN
18'
17'
N
"HUMP" LEGEND
25 SQFT, Typ.
(N) SPEED HUMP (TYPE 2)
PER CITY STD 7320/21
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
MH
MH
SEE
MATCHLINE
SHEET 39
SEE
MATCHLINE
SHEET 35
20'
LINCOLN
CENTER
MOUNTAIN VIEW
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S36
N
DETAIL A
SEE SHEET D1682 LF 12" WHITE
117 LF
MH
SEE
MATCHLINE
BELOW
OLIVE
SANTA ROSA
19'
DETAIL A
SEE SHEET D1
618 LF, Cont.
N
"STOP" LEGEND
22 SQFT
12" WHITE10 LF
MH
MATCHLINE
ABOVE SEE
OLIVE
OLIVE
101 OFF RAMP
19'
LIMITS OF WORK
LIMITS OF
WORK 101 ON RAMP
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S37
12" WHITE
40 LF
12" WHITE
40 LF
DETAIL 22
50 LF
12" WHITE 18 LF
N
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
38 LF
12" WHITE
37 LF
12" WHITE
15 LF
12" WHITE18 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
MH
MH
MH
MH
MH
CENTER
BROAD
ALMOND
CHORRO
21'
21'
20.5'
12" WHITE19 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 22
50 LF
12" WHITE
16 LF
DETAIL 22
50 LF
12' WHITE 18 LF
12' WHITE
26 LF
DETAIL 22
50 LF
N
MH
MH
MH
MH
MH
MOUNTAIN VIEW
BROAD
CHORRO
19'
19'
20'
18'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S38
DETAIL 22
50 LF
N
12" WHITE19 LF
12" WHITE
37 LF
12" WHITE
37 LF
INSTALL W84(CA) ON 12' PUNCH POST
MH
MH
MH
MH
MATCHLINE
SEE BELOW
MATCHLINE SEE LEFT
LINCOLN
CHORRO
20'
12" WHITE
16 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE18 LF
DETAIL 22
340 LF DETAIL 22
50 LF
12" WHITE
18 LF
12" WHITE
43 LF
12" WHITE
41 LF
MH
MH
MH
MH
MH
MH
MATCHLINE SEE ABOVE LINCOLN
CHORRO BROAD
21'
18'
L 22
"HUMP" LEGEND
25 SQFT, Typ.
SPEED HUMP (TYPE 2) PER
CITY STD 7320/21
12" WHITE
18 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
T
MH
MATCHLINE SEE RIGHT
SEE
MATCHLINE
SHEET 36 LINCOLN
MOUNTAIN VIEW 20'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S39
N
DETAIL 22
50 LF
YELLOW HI-VIS
CROSSWALKS
PER CITY STD
7350, 126 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
TYPE VII ARROW,
27 SQFT, Typ.
12" WHITE 34 LF
DETAIL 22 240 LF
DETAIL 27 B 40 LF
DETAIL 22 154 LF
TYPE IV ARROW,
15 SQFT, Typ.
DETAIL 38 50 LF
12" WHITE 39 LF
12" WHITE 153 LF
12" WHITE 153 LF
BLUE PARKING T'S AND
ISA SYMBOL PER
CALTRANS STD PLAN
A24C, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANSSTD PLAN A24C, Typ.
MH
MH
SEE
MATCHLINE
ABOVE
SEE
MATCHLINE
SHEET 41
MATCHLINESEE SHEET 43
14' 10' 11'
PALM
BROAD
CHORRO
7.5' 13' 12' 7.5'
7.5' 13' 11' 7.5'
12' 12' 16'
N
DETAIL 22
50 LF DETAIL 2 463 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
PARKING TEE PER ENG.
STD. 7410, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANSSTD PLAN A24C, Typ.
MH MH MH
SEE
MATCHLINE
BELOW
MATCHLINESEE SHEET 42
YELLOW HI-VIS
CROSSWALKS PER
CITY STD 7350, 45 LF
PALM
NIPOMO 7.5' 13' 11' 7.5'
13' 7.5' 10' 7.5'
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S40
MH
MH
N
DETAIL 22
97 LF
TYPE VII ARROW
27 SQFT, Ttp.
DETAIL 38 50 LF
PARKING TEES, Typ.
4" WHITE MOTORCYCLE PARKING
PER CITY STD 7410
TYPE IV ARROW
15 SQFT, Typ.
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 2
151 LF
6" YELLOW50 LF
HI-VIS CROSSWALKS PER
CITY STD 7350, 107 LF
6" YELLOW 50 LF
MH
MH
MH
MH
MH
S
MATCHLINE
EE SHEET 40
SEE
MATCHLINE
BELOW
16' 11' 13'
CHORRO
PALM
MORRO
N
, yp
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 22
50 LF
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
18 LF
DETAIL 9
12" WHITE 18 LF 247 LF
12" WHITE 15 LF DETAIL 22
451 LF
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH
MH
SEE
MATCHLINE
ABOVE
SEE
MATCHLINE
SHEET 46
MATCHLINESEE SHEET 45
4" WHITE MOTORCYCLE PARKING
PER CITY STD 7410
PALM
OSOS
73'
5'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S41
N
DETAIL 2
79 LF
DETAIL 22
50 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
HI-VIS CROSSWALK PER
CITY STD 7350, 36 LF
DETAIL 22
50 LF
12" WHITE
23 LF
DETAIL 22
50 LF
DETAIL 2
175 LF
"STOP" LEGEND
22 SQFT, Typ.
12" WHITE
14 LF
12" WHITE19 LF
DETAIL 2
175 LF
GRIND EXISTING STRIPING ON CONCRETE BRIDGE DECK AND
RESTRIPE PER PLAN. THERMOPLASTIC STRIPING PLACED ON
CONCRETE BRIDGE DECK REQUIRES A PRIMER COAT PRIOR TO
APPLICATION.
BLUE PARKING T'S AND ISA SYMBOLPER CALTRANS STD PLAN A24C, Typ.
MH
MH MH
MH
MH
MH
SEE
MATCHLINE
SHEET 43
MATCHLINESEE SHEET 40
MATCHLINESEE SHEET 47
DETAIL 22
50 LF
MONTEREY
DANA
NIPOMO
BROAD
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S42
N
N
HI-VIS CROSSWALK PER
CITY STD 7350, 37 LF
6" YELLOW50 LF
DETAIL A
SEE SHEET D1
59 LF
DETAIL 2
127 LF
PARKING TEE PERENG. STD. 7410, Typ.
DETAIL 22
240 LF
TYPE I 10" ARROW
14 SQFT, Typ.
HI-VIS CROSSWALKS
PER CITY STD 7350
118 LF
12" WHITE
18 LF
DETAIL 22
240 LF
DETAIL 29 W/ 12" YELLOW
DIAGONAL HATCHING
YIELD LINE 5Δ
7.5 SQFT
YIELD LINE 5Δ
7.5 SQFT
REPLACE IN-ROADWAY PED
SIGN
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
GREENWAY
45.5 SQFT, Typ.
MH
MH
MH
MH
SEE
MATCHLINE
SHEET 42
SEE
MATCHLINE
SHEET 44
MATCHLINE
SEE SHEET 40
CHORRO
MONTEREY
BROAD
RO
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S43
COMMERCIAL LOADING ONLY COMMERCIAL LOADING ONLY COMMERCIAL LOADING ONLY N
N
TYPE IV (B) ARROW
27 SQFT, Typ. PARKING TEE
PER ENG. STD.
7410, Typ.
BIKE LANE AND ARROW
SYMBOLS
DETAIL 21 10.5 SQFT, Typ. 77 LF
MODIFIED
DETAIL 21
25 LF
DETAIL 21
106 LF DOUBLE 6" WHITE
68 LF
"PED" LEGEND
18 SQFT, Typ.
"XING" LEGEND
21 SQFT, Typ.
DETAIL 21
106 LF DETAIL 21
159 LF
DETAIL 21
154 LF
DETAIL 21
77 LF
GREENBACK
SHARROW36 SQFT, Typ.
12" WHITE
41 LF
12" WHITE
41 LF
DETAIL 22
112 LF
12" WHITE16 LF
12" WHITE
32 LF
12" WHITE
32 LF
HI-VIS CROSSWALKS PER
CITY STD 7350, 162 LF
12" WHITE
9 LF
DETAIL 38
50 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10" ARROW
14 SQFT, Typ.
DETAIL 38
19 LF
REPLACE
IN-ROADWAY
PED SIGN REPLACE IN-ROADWAY
PED SIGN
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS STD
PLAN A24C, Typ.
MH
MH MH
MH
MH
MH
SEE
MATCHLINE
SHEET 43
SEE
MATCHLINE
SHEET 45
MATCHLINESEE SHEET 49
YIELD LINE 7Δ
10.5 SQFT
YIELD LINE 7Δ
10.5 SQFT
MONTEREY
CHORRO
MORRO
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S44
N
19'
4'
DETAIL 2
175 LF
"PED" LEGEND
18 SQFT, Typ.
"XING" LEGEND
21 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 38
50 LF
DETAIL 22
161 LF
TYPE I 10' ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 38
50 LF
DETAIL 38
50 LF
DETAIL 38
50 LF
TYPE VII ARROW
27 SQFT, Typ.
DETAIL 38
50 LF
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 22
431 LF
12" WHITE10 LF
MH
MH
MH
MH
MH
SEE
MATCHLINE
SHEET 44
SEE
MATCHLINE
SHEET 46
MATCHLINESEE SHEET 41
MATCHLINESEE SHEET 50
BICYCLE LOOP SYMBOLPER CALTRANS A24C
2 SQFT, Typ.
HI-VIS CROSSWALKS PER
CITY STD 7350
168 LF
MONTEREY
9' 9' 10'
OSOS
6" WHITE STRIPE
34 LF MO
10' 9' 10'
T
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S45
2'
±8' 5' 10' 11' ±8'
BIKE BUFFER PERDETAIL A, SHEET D1
193 LF
DETAIL 39
194 LF
INSTALL RIGHT TURN
YIELD TO BIKE SIGN
PARKING TEES, Typ.
"MPH" LEGEND
19.3 SQFT, Typ.
"25" LEGEND
17.5 SQFT, Typ.
HI-VIS CROSSWALKSPER CITY STD 7350, 46 LF
HI-VIS CROSSWALKS PER
GREEN BIKE LANE COATING CITY STD 7350, 50 LF
PER SPECIAL PROVISIONS
1764 SQFT
DETAIL 38
50 LF
DETAIL 38
50 LF
BLUE PARKING T'S
AND ISA SYMBOL PER
CALTRANS STD PLAN
A24C, Typ.
INSTALL R81(CA) AND
R2-1 (25 MPH) SIGNS
ON 14' PUNCH POST
INSTALL R2-1 (25 MPH)
SIGNS ON 12' PUNCH POST
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANSSTD PLAN A24C, Typ.
TYPE VII ARROW
27 SQFT, Typ.
MH
MH
MH
MH MH
MATCHLINESEE SHEET 50
MATCHLINESEE SHEET 54
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
REMOVE (E) METALPEDESTRIAN BARRICADES ANDNO PED CROSSING SIGNAGE
SEE SIGNAL
MODIFICATION PLAN,
SHEET X
+ 32 00
+ 33 00
+ 34
+ 72 00
+ 73 00
2'
SANTA ROSA
HIGUERA
MARSH
N
PARKING TEE
PER ENG. STD.
7410, Typ.
12" WHITE
105 LF
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 38
75 LF
12" YELLOW
44 LF
12" YELLOW
44 LF
TYPE I 10" ARROW
14 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 38
50 LF
MH
MH
MH
MH
MH
MH
MH
MH
MH
MATCHLINE
SEE SHEET 41
MATCHLINE
SEE SHEET 45
SANTA ROSA
PALM
MONTEREY
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S46
40' 28'
40' 36'
2'
±8' 5'
2'
10' 11'
BIKE LANE AND
ARROW
SYMBOLS 10.5SQFT, Typ.
TYPE VII ARROW27 SQFT, Typ.
MOTORCYCLE SPACES
PER CITY STD 7410
DETAIL 39
706 LF
BIKE BUFFERPER DETAIL A
709 LF
DETAIL 9 388 LF
DETAIL 27B
388 LF
PARKING TEE PERENG. STD. 7410, Typ.
±8'
INSTALL
RIGHT TURN
YIELD TO
BIKE SIGN
INSTALL RIGHT TURN YIELD TO
BIKE SIGN
LEFT TURN
BIKE BOX PER
DETAIL F,
SHEET D1, Typ.
N
GREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
1764 SQFT
DETAIL 2
175 LF
DETAIL 22
50 LF
DETAIL 38
50 LF
HI-VIS CROSSWALKS PER
CITY STD 7350, 130 LF
DETAIL 27B
28 LF
TYPE I 10" ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 22
271 LF
GREEN BIKE LANE CASE 1 PERCITY STD 7360
40 LF
GREEN BIKE LANE CASE 1 PERCITY STD 7360, 28 LF
DETAIL 2
79 LF
DETAIL 22
50 LF
GREENBACK
SHARROW SYMBOL
36 SQFT, Typ.
GREEN BIKE
LANE CASE 1 PER
CITY STD 7360
40 LF
HI-VIS CROSSWALKSPER CITY STD 7350
167 LF
DETAIL 2
175 LF, Cont.
DETAIL 22
50 LF
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH
MH
MH
MH
MH MH
MH
MH
SEE
MATCHLINE
SHEET 48
MATCHLINESEE SHEET 42
MATCHLINESEE SHEET 51
DETAIL 38
50 LF
12" WHITE
17 LF
B
10 + 00 11 00 + 12 00 + 13 + 00 14 + 00 15 + 00
HIGUERA
NIPOMO
BROAD
NIPOMO
BROAD
PROTECT (E)
PARKLET, Typ.
LEFT TURN BIKEBOX PER DETAIL F,
SHEET D1, Typ.
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S47
37.0' 40' 10' ±8' 11'
2'
±8'
±8'
5'
2'
11' ±8'
BIKE LANE AND
ARROW
SYMBOLS 10.5
SQFT, Typ.
MOTORCYCLE
SPACES PER CITYSTD 7410
DETAIL 9
205 LF
MOTORCYCLE
SPACES PER
CITY STD 7410
TYPE I 10"
ARROW
14 SQFT, Typ.
"XING" LEGEND
21 SQFT, Typ.
DETAIL 39
409 LF
BIKE BUFFER PER
DETAIL A, SHEET D1
409 LF
DETAIL 39 552LF
BIKE BUFFER PERDETAIL A, SHEET D1
555 LF
"PED" LEGEND
18 SQFT, Typ.
DETAIL 27B
DETAIL 9 199 LF
295 LF
DETAIL 27B
323 LF
PARKING TEE PERENG. STD. 7410, Typ.
LEFT TURN BIKE BOX PER
DETAIL F, SHEET D1
INSTALL
RIGHT TURN
YIELD TO
BIKE SIGN
N
TYPE VII
ARROW
27 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 22
241 LF
HI-VIS CROSSWALKS
PER CITY STD 7350
167 LF
GREEN BIKE LANE CASE
1 PER CITY STD 7360
37 LF
"25" LEGEND
17.5 SQFT, Typ.
"MPH" LEGEND
19.3 SQFT, TYp.
DETAIL 22
282 LF
GREEN BIKE LANE
COATING PER
SPECIAL
PROVISIONS
1374 SQFT
DETAIL 38
50 LF
YIELD LINE 7Δ
10.5 SQFT
INSTALL R81(CA) ON
EXISTING PUNCH POST
WITH PARKING SIGN.
GREENWAY
45.5 SQFT, Typ.
GREENWAY
45.5 SQFT, Typ.
MH
MH
MH MH
MH
SEE
MATCHLINE
SHEET 47
SEE
MATCHLINE
SHEET 49
MATCHLINE
SEE SHEET 52
12" WHITE
34 LF EA
12" WHITE
20 LF
12"
WHITE
40 LF
12" WHITE
20 LF
2' 2'
10' 5'
16 + 00 17 00 + 18 00 + 19 00 + 20 00 + 21 + 00
PROTECT (E)PARKLET, Typ.
PROTECT (E)PAVERS, Typ.
HIGUERA
GARDEN
CHORRO CHORRO No. C 84733 CITY SPECIFICATION NO. DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S48
BIKE LANE AND
ARROW
SYMBOLS 10.5
SQFT, Typ.
28'
40' ±8'
2'
10' 11' ±8'
±8' 10' 5' 11'
2'
5'
±8'
11' 10' ±8' ±8'
2'
5'
2'
10' 13'
TYPE VII
ARROW 27
SQFT, Typ.
52'
DETAIL 39
294 LF
BIKE BUFFER
PER DETAIL A
294 LF
DETAIL 39
332 LF
BIKE BUFFER PERDETAIL A, SHEET D1
329 LF
DETAIL 9
273 LF
DETAIL 27B
272 LF
DETAIL 9
127 LF
DETAIL 27B
147 LF
DETAIL 9
199 LF DETAIL 27B
100 LF
PARKING TEE
PER ENG. STD.
7410, Typ.
"XING" LEGEND
21 SQFT, Typ.
"PED"
LEGEND 18
SQFT, Typ.
MODIFIED LEFT TURN
BIKE BOX PER
DETAIL F, SHEET D1
INSTALL RIGHT
TURN YIELD TO
BIKE SIGN
N
GREEN BIKE LANECASE 1 PER CITYSTD 7360
40 LF GREEN BIKE
LANE COATINGPER SPECIALPROVISIONS
823 SQFT
GREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
729 SQFT
GREEN BIKE LANE
COATING PER
SPECIAL PROVISIONS
1110 SQFT
CO
HI-VIS CROSSWALKSPER CITY STD 7350
152 LF
GREEN BIKE LANE CASE 1
PER CITY STD 7360
28 LF
GREEN BIKE LANE CASE 1
PER CITY STD 7360
52 LF
YIELD LINE 7Δ
10.5 SQFT
GREENWAY
45.5 SQFT, Typ.
ISA SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
INSTALL R2-1 "25
MPH" SIGN 12'
PUNCH POST
INSTALL R2-1 "25
MPH" SIGN 12'PUNCH POST
REPLACE EXISTING PUNCH
POST WITH 14' PUNCH POST.
INSTALL BILL ROALMAN
NEIGHBORHOOD GREENWAY
SIGN. REINSTALL PARKING
SIGN UNDER NEIGHBORHOOD
GREENWAY SIGN.
MH
MH
MH
MH
MH
SEE
MATCHLINE
SHEET 48
SEE
MATCHLINE
SHEET 50
MATCHLINE
SEE SHEET 44
MATCHLINESEE SHEET 53
12" WHITE
34 LF EA
12" WHITE
20 LF
12" WHITE
40 LF
12" WHITE
20 LF
7'
00 22 + 00 23 + 00 24 00 + 25 00 + 26 + 00 27 +
HIGUERA
MORRO MORRO
2'
PROTECT (E)PARKLET, Typ. 2' 2'
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S49
BIKE LANE AND ARROW
SYMBOLS 10.5 SQFT, Typ.
40' 40'
5'
±8'
10' 11' ±8'
±8'
BIKE BUFFER PER
DETAIL A, SHEET 1
456 LF
TYPE VII ARROW 27
SQFT, Typ.
GREEN BIKE LANE CASE 1
PER CITY STD 7360
76 LF
2'
DETAIL 39 412LF
BIKE BUFFERPER DETAIL A
409 LF
PARKING TEE PERENG. STD. 7410, Typ. DETAIL 9 436 LF DETAIL 27B 437 LF 76'
10' 11'
INSTALL RIGHT TURN
YIELD TO BIKE SIGN
2'
MODIFIED LEFT TURN
BIKE BOX PER
DETAIL F, SHEET D1
N
19'
4'
GREEN BIKE LANE
COATING PER SPECIAL
PROVISIONS
1110 SQFT Cont.
GREEN BIKE LANE COATING
PER SPECIAL PROVISIONS
1764 SQFT
"25" LEGEND
17.5 SQFT, Typ.
"MPH" LEGEND
19.3 SQFT, TYp.
DETAIL 38
50 LF
TYPE IVARROW
15 SQFT, Typ.
DETAIL 22
230 LF
DETAIL 22
321 LF
TYPE I 10"
ARROW
14 SQFT, Typ.
GREEN BIKE LANE CASE 1
PER CITY STD 7360
40 LF
GREEN BIKE LANE CASE 1
PER CITY STD 7360
40 LF
DETAIL 38
50 LF
ISA SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH
MH
MH
SEE
MATCHLINE
SHEET 49
SEE
MATCHLINE
SHEET 46
MATCHLINESEE SHEET 45
MATCHLINESEE SHEET 54
12" WHITE BOUNDING
LINES 292 LF TOTAL
12" WHITE
40 LF
2'
7'
27 + 00 28 + 00 29 + 00 30 + 00 31 + 00 32 + 00
HIGUERA
OSOS ST OSOS ST PROTECT (E) PARKLET, Typ. No. C 84733 CITY SPECIFICATION NO. DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S50
DETAIL 27B
381 LF
±8' 10.5' 10.5' ±8'
GREEN BIKE LANE CASE 2
PER CITY STD 7360
44 LF
PARKING TEE PERENG. STD. 7410, Typ. TYPE VII ARROW
27 SQFT, Typ.
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
DETAIL 27B
381 LF
DETAIL 9
381 LF
MEDIAN WITH
CENTER
DRAINAGE GAPPER DETAIL H,
SHEET D1, 124 LF
LEFT TURN BIKEBOX PER DETAILB, SHEET D1
MARKINGSPER DETAIL D,
SHEET D1, Typ.
DETAIL 39A
28 LF EA
INSTALL RIGHT
TURN YIELD TO
BIKE SIGN
N
DETAIL 22
271 LF
DETAIL 22
50 LF
12" WHITE19 LF
PROTECT (E)
BIKE LANE
DETAIL 38
50 LF
12" WHITE
19 LF
DETAIL 22
128 LF
DETAIL 38
42 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10" ARROW
14 SQFT, Typ.
DETAIL 22
262 LF
DETAIL 38
85 LF
GREENBACK
SHARROW SYMBOL
11.5 SQFT, Typ.
MEDIAN PER DETAIL H,
SHEET D1, 65 LF
GREENWAY
45.5 SQFT, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANSSTD PLAN A24C, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
GREENBACK
SHARROW SYMBOL
11.5 SQFT, Typ.
MH
MH
MH
MH
MH
MH
MH
SEE
MATCHLINE
SHEET 52
MATCHLINESEE SHEET 47
MATCHLINESEE SHEET 55
HI-VIS CROSSWALKSPER CITY STD 7350
127 LF
INSTALL R10-11 SIGN
ON NEW (N) POST
12" WHITE BOUNDING
LINES 320 LF TOTAL
2' 2'
6'
50 00 + 51 + 00 52 + 00 53 00 + 54 + 00 55 00 +
3'
MARSH
NIPOMO
PROTECT (E)
PARKLET, Typ.
GREEN BIKE LANE CASE 2
PER CITY STD 7360, 45 LF
LEFT TURN BIKEBOX PER DETAIL F,
SHEET D1
LEFT TURN
BIKE BOX PER
DETAIL F,
SHEET D1
BROAD
MEDIAN PER DETAIL H,
SHEET D1, 84 LF INSTALL TYPE K-I
(CA) BOLT DOWN
MARKER 0M2-1H
ON MEDIAN
NOSE END, Typ.
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S51
MEDIAN WITH CENTER
DRAINAGE GAP PER DETAIL
H, SHEET D1, 136 LF
DETAIL 27B
210 LF
GREEN BIKE LANE CASE 2
PER CITY STD 7360, 67 LF
GREEN BIKE LANECASE 2 PER CITY STD7360, 37 LF
BIKE LANE AND ARROW
SYMBOLS 10.5 SQFT, Typ.
MOTORCYCLE
SPACES PER CITY
STD 7410
TYPE VII ARROW
27 SQFT, Typ.
DETAIL 27B
134 LF
DETAIL 27B
188 LF
MEDIAN WITH
CENTER DRAINAGE
GAP PER DETAIL H,SHEET D1, 213 LF
DETAIL 9
188 LF
DETAIL 9
284 LF DETAIL 27B
284 LF
LEFT TURN BIKE
BOX PER DETAIL
F, SHEET D1
LEFT TURNBIKE BOXPERDETAIL F,
SHEET D1
MARKINGS PER
DETAIL D,
SHEET D1, Typ.
PARKING TEE
PER ENG. STD.
7410, Typ.
INSTALL RIGHT TURN
YIELD TO BIKE SIGN
INSTALL
RIGHT TURN
YIELD TO BIKE
SIGN
N
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
DETAIL 38
42 LF
TYPE IV ARROW
15 SQFT, Typ.
TYPE I 10" ARROW
14 SQFT, Typ.
DETAIL 22
50 LF
MOTORCYLE
PARKING
INSTALL ZICLA ZEBRA
CONFIGURATIONS
PER DETAIL E, SHEET
D1, 24 LF
INSTALL ZICLA ZEBRA
CONFIGURATIONS PER
DETAIL E, SHEET D1, 23 LF
INSTALL ZICLA ZEBRA
CONFIGURATIONS
PER DETAIL E, SHEET
D1, 33 LF
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS STD
PLAN A24C, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
GREENWAY
45.5 SQFT, Typ.
MH MH
MH MH
SEE
MATCHLINE
SHEET 51
SEE
MATCHLINE
SHEET 53
MATCHLINESEE SHEET 48
MATCHLINESEE SHEET 55
12" WHITE BOUNDING
LINES 302 LF TOTAL
12" WHITE BOUNDING
LINES 227 LF TOTAL
YIELD LINE 7Δ
10.5 SQFT
56 + 00 57 + 00 58 00 + 59 + 00 60 + 00 61 00 +
±8' 10.5' 10.5' ±8'
3' 2'
6'
3'
6'
3'
±8'
2'
10.5' 10.5'
2'
±8'
MARSH
GARDEN
CHORRO
DETAIL 38
18 LF
INSTALL TYPE K-I (CA)
BOLT DOWN MARKER
0M2-1H ON MEDIAN
NOSE END, Typ.
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S52
DETAIL 27B
273 LF
MEDIAN PER
DETAIL H,
SHEET D1, 91 LF
DETAIL 9
126 LF DETAIL 9
273 LF
BIKE LANE AND
ARROW SYMBOLS
10.5 SQFT, Typ.
"XING"
LEGEND 21
SQFT, Typ.
"PED"
LEGEND
18 SQFT, Typ.
TYPE VII
ARROW
MEDIAN WITH CENTERDRAINAGE GAP PERDETAIL H, SHEET D1, 188 LF DETAIL 9
235 LF
DETAIL 27B
273 LF
DETAIL 27B
102 LF
DETAIL 27B
126 LF
DETAIL 27B
235 LF
MEDIAN WITH
CENTER DRAINAGEGAP PER DETAIL H,SHEET D1, 105 LF
MARKINGS
PER DETAIL
D, SHEET D1,
Typ.
PARKING TEE
PER ENG. STD.
7410, Typ.
INSTALL RIGHT
TURN YIELD TO
BIKE SIGN
GREEN BIKE LANE
CASE 2 PER CITY
STD 7360, 31 LF
N
12" WHITE
16 LF
HI-VIS CROSSWALKSPER CITY STD 7350
155 LF
6" YELLOW
50 LF
YIELD LINE 7Δ
10.5 SQFT
LEFT TURN BIKE BOXPER DETAIL F, SHEET D1
GREENWAY
45.5 SQFT, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH
MH MH MH
SEE
MATCHLINE
SHEET 52
SEE
MATCHLINE
SHEET 54
MATCHLINESEE SHEET 49
MATCHLINESEE SHEET 56
GREEN BIKE
LANE CASE 1 PER
CITY STD 7360
40 LF
BIKE BUFFER PERDETAIL C, SHEET D1
124 LF EA
BIKE BUFFER PERDETAIL C, SHEET D1
30 LF
GREEN BIKE
LANE COATINGPER SPECIALPROVISIONS
152 SQFT
61 + 00 62 00 + 63 00 + 64 00 + 65 + 00 66 00 +
M
3'
6' 10.5' 10.5'
2'
7' 5'
2'
3'
6' ±8'
2'
10.5' 10.5'
2'
±8'
6'
3'
±8'
2'
10.5' 10.5'
2'
±8'
MARSH
MORRO
DETAIL 2
151 LF
GREEN BIKE
LANE COATING
PER SPECIALPROVISIONS
626 SQFT
2' 1'
INSTALL TYPE K-I
(CA) BOLT DOWN
MARKER 0M2-1H
ON MEDIAN
NOSE END, Typ.
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S53
DETAIL 27B
435 LF
BIKE LANE AND ARROW
SYMBOLS, 10.5 SQFT, Typ.
TYPE VII ARROW
27 SQFT, Typ.
DETAIL 9
435 LF
MEDIAN WITH CENTERDRAINAGE GAP PERDETAIL H, SHEET D1, 75 LF DETAIL 27B
435 LF
PARKING TEEPER ENG. STD.
7410, Typ.
LEFT TURN BIKE
BOX PERDETAIL F,
SHEET D1
GREEN BIKE LANE
CASE 2 PER CITY
STD 7360, 46 LF
N
12" WHITE
11 LF HI-VIS CROSSWALKS PER CITY STD 7350
192 LF
TYPE I 10" ARROW
14 SQFT, Typ.
TYPE IV ARROW
15 SQFT, Typ.
DETAIL 38
50 LF
DETAIL 22
321 LF
MEDIAN PERDETAIL H, SHEETD1, 61 LF
MEDIAN WITH CENTER
DRAINAGE GAP PER DETAIL
H, SHEET D1, 118 LF GRIND EXISTING STRIPING ON CONCRETE BRIDGE DECK AND RESTRIPE PER PLAN. THERMOPLASTIC
STRIPING PLACED ON CONCRETE BRIDGE DECK
REQUIRES A PRIMER COAT PRIOR TO APPLICATION.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS STD
PLAN A24C, Typ.
BLUE PARKING T'S AND ISA
SYMBOL PER CALTRANS
STD PLAN A24C, Typ.
MH MH MH
MH
SEE
MATCHLINE
SHEET 53
SEE
MATCHLINE
SHEET 46
MATCHLINESEE SHEET 50
MATCHLINESEE SHEET 56
67 00 + 68 00 + 69 00 + 70 00 + 71 + 00 72 + 00
O
6'
3'
±8'
2'
10.5' 10.5'
2'
±8'
MARSH
OSOS ST
MARSH STREET BRIDGE
INSTALL RIGHT TURN
YIELD TO BIKE SIGN
INSTALL TYPE K-I (CA) BOLT
DOWN MARKER 0M2-1H ON
MEDIAN NOSE END, Typ.
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S54
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 2
247 LF
STRIPED BULBOUT PER
DETAIL I, SHEET D1, Typ. 12" WHITE 12 LF
DETAIL 22
50 LF
DETAIL 22
50 LF
6" YELLOW50 LF
GREENBACKSHARROWSYMBOL
DETAIL 22 36 SQFT, Typ.
262 LF, Cont.
12" WHITE11 LF
12" WHITE
33 LF
DETAIL 22
50 LF
GREENWAY
45.5 SQFT, Typ.
HI-VIS
CROSSWALKS
PER CITY STD
7350,136 LF
MH MH MH
MH
SEE
MATCHLINE
SHEET 55
MATCHLINESEE SHEET 55
PACIFIC
NIPOMO
BROAD
12" WHITE
40 LF "STOP" LEGEND
22 SQFT
HI-VIS
CROSSWALKS
PER CITY STD
7350,142 LF
PROTECT (E)
PAINTED
BULBOUT, Typ.
PARKING TEE PER
ENG. STD. 7410, Typ.
DETAIL 2
247 LF
6" YELLOW
50 LF
6" YELLOW
50 LF
6" YELLOW
50 LF 6" YELLOW 50 LF DETAIL 2 79 LF
12" WHITE
15 LF
12" WHITE
16 LF
DETAIL 22
50 LF
12" WHITE
16 LF
12"
WHITE
19 LF
MH
MH
MH MH
MH
MH
MH
MH
SEE
MATCHLINE
SHEET 55
SEE
MATCHLINE
SHEET 56
MATCHLINE
SEE SHEET 52
PACIFIC
GARDEN
CHORRO
"STOP" LEGEND
22 SQFT
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S55
57'
3'
3'
57'
DETAIL 38
71 LF 6" YELLOW
71 LF
"STOP"
LEGEND
22 SQFT, Typ.
"AHEAD"
LEGEND
31 SQFT, Typ.
12" WHITE
8 LF
12" WHITE
10 LF
6" YELLOW
131 LF
DETAIL 2
127 LF
STRIPED BULBOUT PER
DETAIL I, SHEET D1, Typ.
PARKING TEE PER
ENG. STD. 7410, Typ.
MH
MH
SEE
MATCHLINE
SHEET 55
SEE
MATCHLINE
SHEET 56
MATCHLINESEE SHEET 53
PACIFIC
MORRO
DETAIL 2
127 LF
DETAIL 2
319 LF
HI-VIS CROSSWALKSPER CITY STD 7350
96 LF
DETAIL 22
50 LF
"STOP"
LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
PARKING TEE PERENG. STD. 7410, Typ.
MH
MH
MH
MH
SEE
MATCHLINE
SHEET 56
SEE
MATCHLINE
SHEET 56
MATCHLINE
SEE SHEET 56
PACIFIC
OSOS STP
DETAIL 2
50 L
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S56
N
MH
MH
SEE
MATCHLINE
SHEET 57
PACIFIC
SANTA ROSA
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
13 LF
N
DETAIL 22
102 LF
"KEEP" LEGEND
24 SQFT
HI-VIS CROSSWALKS
PER CITY STD 7350
25 LF
"CLEAR" LEGEND
27 SQFT
6" YELLOW
102 LF
ISA SYMBOL PER
CALTRANS STD
PLAN A24C, Typ.
TYPE I 10" ARROW
14 SQFT, Typ.
YIELD
LINE 5Δ
7.5 SQFT
4" YELLOW WITHYELLOW BOT DOTS
191 LF
(10) 4" YELLOW
17 LF EA @ 45°
MH
MH
MH
MH
MH
RAILROAD SANTA OSOS ST ROSA
REMOVE (E) REINSTALL
WHEEL STOPS, Typ.
R30.5'
45°
LIMITS OF WORK
9.5' 9.5' 9.3' 9.3' 9.3' 9.3' 22.0'
21.4'
8.6' 8.8' 8.8' 8.8' 8.8' 8.8' 22' 5.5' 8'
NO PARKING
8' 8' 9.5'
18'
13 SPACES @ 8.8'
8.8'
8.8'
4 SPACES @ 8.8'
20.3' 8.8' 8.8'
8.5' 21.7' 8'
5'
9'
7 SPACES @ 8.5'
4" WHITE PARKING
STALL STRIPE PER
ENG. STD. 2250, Typ.
4" WHITE
NO
PARKING
NO
PARKING
19'±
4 SPACES @ 8.5'
9 SPACES @ 8.7'
4 SPACES @ 8.0'
5 SPACES @ 8.5'
13.6'
14.2' 19.5' 8.7' 8.5' 8.5'
4 SPACES @ 8.0'
ACCESSIBLE AISLE AND "NO PARKING"
LEGEND PER CALTRANS STD A90A, Typ.
16.5'
16.5'
8'
8'
4" WHITE @
3' O.C.
N
DETAIL 22
50 LF
"STOP"
LEGEND
22 SQFT, Typ.
12" WHITE19 LF
"ONLY"
LEGEND
22 SQFT
TYPE VII
ARROW
27 SQFT
12" WHITE
17 LF
MH
MH
MH MH
MH
CARMEL
MARSH
PACIFIC
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S57
TYPE IV ARROW
(15 SQFT)
TYPE I
ARROW
(14 SQFT)
DETAIL 22
74 LF
DETAIL 27B
81 LF
DETAIL 39
87 LF
HI-VIS CROSSWALK PER
CITY STD 7350 (46 LF)
BIKE BUFFERDETAIL A, SHEET 25
31 LF, R°=41
INSTALL Zicla Zebra Cycle Lane
Separators PER DETAIL L3,SHEET 25. LEAVE GAP FOR
BIKES COMING FROM EBHIGUERA TO ENTER LANE
HI-VIS
CROSSWALK
PER CITY STD
7350 (46 LF)
DETAIL 27B
36 LF
DETAIL
39 45 LF
YIELD LINE
7 TRIANGLES
DETAIL 27B
36 LF
DETAIL 27B 28 LF
4" WHITE 5' O.C.
DETAIL 27B 28 LF
4" WHITE 5' O.C.
YIELD LINE
5 TRIANGLES
HI-VIS CROSSWALK PER
CITY STD 7350 (60 LF)
"YIELD" SYMBOL
24 SQFT
DETAIL 28 47 LF
4" WHITE 5' O.C.
TYPE I ARROW 18"
(25 SQFT), Typ.
DETAIL 27B
28 LF
12" WHITE 23 LF
HI-VIS CROSSWALKPER CITY STD 7350
(71 LF)
HI-VIS
CROSSWALK
PER CITY STD
7350 (38 LF)
LAST 30' OF BOTH BUFFERS INSTALL INBUFFER, Zicla Zebra Cycle Lane Separators PER DETAIL L3, SHEET 25
DETAIL 41
57 LF
N
MH
MH
MH
MH
MH
MH
12" WHITE 22 LF
"STOP" LEGEND
22 SQFT
DETAIL 22
50 LF
N
MH
MH
6" YELLOW
100 LF
"STOP" LEGEND
22 SQFT
12" WHITE 23 LF
N
MH
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S58
N
12" WHITE19 LF
"STOP" LEGEND
22 SQFT
MH MH
MH
N
12" WHITE
24 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 22
50 LF
12" WHITE
20 LF
DETAIL 22
50 LF
MH
MH
MH
N
12" WHITE
20 LF
"STOP"
LEGEND
22 SQFT
MH
No. C 84733
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S59
MH
N
DETAIL 22
50 LF
TYPE IV ARROW
15 SQFT, Typ.
12" WHITE
42 LF
DETAIL 22
50 LF
12" WHITE
41 LF
12" WHITE16 LF
TYPE VIII ARROW27 SQFT, Typ.
DETAIL 27B
50 LF
DETAIL 27B
50 LF
12" WHITE
44 LF
12" WHITE
41 LF
MH
MH
DETAIL 22
50 LF
N
"STOP" LEGEND
22 SQFT
12" WHITE
28 LF
MH
N
DETAIL 22
50 LF
"STOP" LEGEND
22 SQFT
12" WHITE
28 LF
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S60
N
DETAIL 22
44 LF DETAIL 22
454 LF
12" WHITE
24 LF
"STOP" LEGEND
22 SQFT, Typ.
DETAIL 27B
490 LF
DETAIL 39A
88 LF
4" WHITE, 15' O.C.
9 LF EA DETAIL 27B
249 LF
DETAIL 39A
100 LF
DETAIL 39A
100 LF
DETAIL 27B
444 LF DETAIL 27B
444 LF
MH
MH
SEE
MATCHLINE
ABOVE
SEE
MATCHLINE
SEE S62
N
DETAIL 22
563 LF "HERE" LEGEND
26 SQFT
"WAIT" LEGEND
19 SQFT
TYPE IV
ARROW
15 SQFT, Typ.
12" WHITE14 LF
12" WHITE
94 LF
12" WHITE
63 LF
DETAIL 38
244 LF
12" WHITE18 LF
DETAIL 38
241 LF
DETAIL 27B
546 LF
TURN
SHARROW
12.5 SQFT, Typ.
GREEN BIKE LANECASE 1 PER CITYSTD 7360
220 LF
GREEN BIKE LANE CASE 1 PERCITY STD 736064 LF
MH
MH
MH
SEE
MATCHLINE
BELOW
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S61
N
12" WHITE
22 LF
"STOP"
LEGEND
22 SQFT
DETAIL 39A
76 LF
27B
BIKE LANE AND
ARROW
SYMBOLS 10.5SQFT, Typ.
MH
MH
MH
SEE
MATCHLINE
SEE S61
No. C 84733 CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KH
MG
BN
1" = 40'
FEBRUARY 2022
90346-01
Y
STRIPING
S62
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KHSKBN
MONTH YEAR
1000167
Y
DETAILS
D1
MODIFIED CALTRANS DETAIL 22NOT TO SCALE
BIKE BUFFERNOT TO SCALE
GREENBACK SHARROWNOT TO SCALE
STRIPED BULBOUTNOT TO SCALE
LOADING ZONE BUFFER MARKNOT TO SCALE
L O A D I N G Z O N E L O A D I N G Z O N E
BIKE BUFFER AT DRIVEWAYNOT TO SCALE
INSTALLATION NOTES:
12345
4 AA
3 3
LAYOUT
SECTION A-A 5 6
CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)NOT TO SCALE
LEFT-TURN BIKE BOX NOT TO SCALE
CUSTOM CLASS IV BIKEWAY SIGN GNOT TO SCALE
4 GREEN WAY SYMBOLNOT TO SCALE
DETAIL L3: ZICLA ZEBRA OBLIQUE CONFIGURATION WITH FLEX POSTDETAIL L4: ZICLA ZEBRA OBLIQUE CONFIGURATION
ZICLA ZEBRA CONFIGURATIONSNOT TO SCALE
TURN SHARROW
NOT TO SCALE
A
B
C
D
E
F
H
I
J
K L
Signs per Intersection Control table.
10' min. separation from marked or unmarked crosswalk to circle.
Curb extension striping provided on all major street approaches.
REVISIONS BY APP DATESTANDARD CURRENT AS OF: 7###
XX MH 8-16
2 August 2016
New standard
1 R=200'
3 1
2 1
1 STOP
3 Concrete curb
extension
Curb extension
striping per
Detail "B"
12' 12'
12' 12'
R=200'
Splitter island striping
per Detail "A"
Paint curb red within
sight distance triangle
Detail 22
6" Yellow
Stripes 4' o.c.
Type D
markers
1 Minor Street
Major Street
Drain grate plates
P.O.T.
P.O.T.
P.O.T.= Point of tangency
R=1"
Extend curb depth to match adjacent asphalt thickness or 7" min.
Type D yellow retroreflective marker spaced per table above.
Remove pavement and base course and loosen subsoil to a depth of 6".Remove pavement and place fill compacted to 90% min. density.
A. Diameter of traffic circle may vary to maintain 10' min. separation from marked or unmarked crosswalk to circle.
B. Curb height 4" maximum.
C. All PCC shall be Class 2.
D. See Engineering Standard 4110 for notes regarding pavement removal and repair.E. See Engineering Standard 7210 for Sign Posts.F. Score expansion joints on mountable concrete curb: 4 for circles <20' diameter and 8 for circles >20' diameter. 2'
4"
1"
6"
4"
1'
Concrete mountable curb
Existing
pavement
3:1 slope
Landscaping
or pavers
"R-TC" sign (typ.)
Concrete
mountable curb;
see typical section
Diameter per note A
Type D marker
spaced per table
REVISIONS BY APP DATESTANDARD CURRENT AS OF: 7###
XX MH 8-16
August 2016
New standard
18" Min
2 Patch Paving
123
1 3
R=1"
LAYOUT DETAILS
Length of red curb on
egress to be determined
by Fire Dept. or Engineer.
Optional
Detail 27B
Optional treatment:
mountable raised island
18"
24" 30"
R=15'
R=5'
Detail 27B
Type G markers offset
2" from stripe, 4' o.c.
6"dia. 134" crowned white
markers (Permark P19-1Wsp
or approved equal) 4' o.c.
Type A
markers 4' o.c.
4" white
stripes 4' o.c.
Existing curb
R=1"
2'
4"
6"
4"
Concrete mountable curb
Existing
pavement
18" Min
2 Patch Paving
1 PAVERS
2" SAND
4 4
10%
Existing Curb Face
Varies, 20' Min.
Varies, 20' Min.
Airvol tri-cobble pavers,
charcoal/red blend color
(or approved equal)
"R-TC" sign (typ.)
4" Yellow Stripe Diameter per note A
Type D marker
spaced per table
Traffic Logix Supperflex curbing,
brick red with yellow reflective
tape (or approved equal)
Temporary
Flex Curb
Existingpavement
Pavers
Sand
A. Approach control types may vary. All approach control types are shown. Final configuration to be determined by Engineer.
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
KHSKBN
MONTH YEAR
1000167
Y
DETAILS
D2
COMPACT
TANK FARM ROAD
4 2
3 1
5 6
7 8
9 10
11 12
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
C1
0 SCALE IN FEET
15 30
C I V I L
No. C 84733
HAI-LONG Q.NGUYEN
+ 16 00
+ 17 00 18 + 00 19 + 00
20 +00
21+ 00
MADONNA INN 22 + 00
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1(3500 LF)
22' ACCESS
EASEMENT
(E) 6'X4' DOUBLEBOX CULVERT
23 + 00
24 +00
25 +00
26 + 00
27 + 00
28 +00
HIGHWAY 101 (CALTRANS)
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
+ 10 00
+ 11 00
12 + 00
13 + 00
14 +00 15 + 00
LEFT ARROW
(10.0 SF)
10 LF (TYP.)
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
(E) TREE
LOW 9 FT VERTICAL
CLEARANCE
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
STA 15+85 - SEE BELOW
STA 15+85 - SEE ABOVE
STA 20+20 - SEE BELOW
STA 20+20 - SEE ABOVE
STA 28+12 - SEE SHEET P2 1" = 40'
C2
MADONNA INN PATHWAY
STA 10+00 - STA 28+12
STRIPING NOTES
1. MODIFIED DETAIL 1 MUST HAVE 3 FOOT STRIPE
AND 9 FOOT GAP.
2. ALL BIKE PATHWAY STRIPING TO BE 4" WIDE.3. ALL EXISTING STRIPING AND MARKINGS MUST BE REMOVED PRIOR TO SLURRY SEAL APPLICATIONS.
4. TWO CONTINUOUS 4” WHITE EDGE STRIPES (DETAIL 27B) MUST BE APPLIED APPROXIMATELY 4 INCHES FROM THE EDGE OF THE PAVEMENT.
LEGEND
CONSTRUCTION NOTES
1. REMOVE ALL SOIL/GRAVEL ON PATHWAYS AND TRIM BACK VEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TO APPLICATION OF SLURRY SEAL.
2. PATHWAY WIDTH VARIES. TYPICAL WIDTH IS 12 FEET. THE PATHWAY IS LOCATED WITHIN A 22 FEET ACCESS EASEMENT.
3. LOW VERTICAL CLEARANCE EXIST WITHIN THE PATHWAYS. 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 THE REMAINING IN AN ATTRACTIVE CONDITION. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE. NOTIFY THE ENGINEER 48 HRS IN ADVANCE OF THE WORK.
TYPE II SLURRY SEAL (4,700 SY)
C I V I L
No. C 84733
HAI-LONG Q.NGUYEN
40 SCALE IN FEET
0
29 + 00
30 + 00 31+ 00 32 + 00 33 + 00 34 +
HIGHWAY 101 (CALTRANS)
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
+ 00
35 + 00
36 +00 37 + 00 38 +00 39 00 +
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
MODIFIED DETAIL 1
(3500 LF)
22' ACCESS
EASEMENT
40 + 00
41+ 00
42 +00
43 + 00
44 + 00
+ 45
00 FERNANDEZ LN
MODIFIED DETAIL 1
(3500 LF)
DETAIL 27B
(3,520 LF)
DETAIL 27B
(3,520 LF)
10 LF (TYP.)
12" WHITE
(7 LF)
22' ACCESS
EASEMENT
STA 34+00 - SEE BELOW
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
STA 34+00 - SEE ABOVE
STA 39+91 - SEE BELOW
STA 39+91 - SEE ABOVE 1" = 40'
C3
MADONNA INN PATHWAY
STA 28+12 - STA 45+11
STA 28+12 - SEE SHEET P1
C I V I L
No. C 84733
HAI-LONG
Q.NGUYEN
0 40
SCALE IN FEET
+ 11 00 + 12 00 + 13 00 + 14 00 + 15 00 + 16 00 + 17 00 + 18 00 + 19 00 + 20 00 + 21 00 + 22 00 + 23 00 + 24 00 + 25 00 + 26 00 10 + 00 11+ 00 12 + 00 13 + 00 14 + 00 15 + 00 16 + 00 17 + 00 18 + 00 19 + 00 20 + 00 21+ 00 22 + 00 23 + 00 24 + 00 25 + 00 26 + 00 27 + 00 28 + 00 29 + 00 30 + 00 31+00 32 + 00 33 + 00 65 x 11
25 x10
11 x 9 10 x 20
19 x 8
15 x 8
36 x 14
11 x 7
9 x15 11 x 7 8 x 12
8 x 13
20 x 5
4 x 8
24 x13
8 x 8 12 x 8 11 x 9 20 x 7 14 x 6 10 x 8
33 x3
14 x12 13 x 9 6 x 8
13 x 5
21 x 5
19 x 925 x 7
15 x 7
16 x 7
20 x 4 12 x 4
25 x5
4 x 6
142 x 6
8 x 11 15 x5 70 x 4 10 x 7 41 x 7
13 x 14
14 x 9 70 x 4
19 x 6 15 x 5
12 x 6 8 x 6
6 x 5 4 x 9
7 x 13
19 x 12
4 x 6
36 x 30
24 x 15
12 x 4
25 x 13
23 x 5
6 x 4
13 x 8
12 x14
30 x 8
7 x 4
19 x 11
16x8
25x5
41x4
9x13
24x12
7x16
4x5
52x13
226 x 6
10x5
30x9
15 x 9
41 x 6
48 x 13
8 x 4
31x8
20 x 6
21 x 6
6 x 10
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION HN
1" = 80'
AREA 9 SURFACE REPAIR
ROADWAY SEALING 2022
HN
MG
BN
FEBRUARY 2022
1000560
Y
APPROVED: APRIL. XX, 2022
C4
0 SCALE IN FEET
80 160
C I V I L
No. C 84733
HAI-LONG Q.NGUYEN
LIMITS OF ROADWAY SEALINGEXISTING PAVERS TO REMAINHMA SURFACE COURSE & LEVELING COURSE 6" AC PATCH REPAIR
EXISTING PARKLETS TO BE PROTECTED
LEGEND:
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
NOT TO SCALEHMA SURFACE COURSE & LEVELING COURSE A
(N) AC
SURFACE
(E) AC SURFACE
PAVING GRID
N/A
C5
PAVING DETAILS
NOTES:
1. (N) PCC SHALL BE CLASS II AND BE HIGH EARLY STRENGTH PER SPECIFICATION 90-1.01B.
NOT TO SCALECONCRETE BASE REPAIR ALLOWANCE B
MILLED DEPTH
(N) AC PER DETAIL A, THIS SHEET
(E) PCC
(E) SUBGRADE
(E) SUBGRADE(90% COMPACTION)
8" (N) PCC
INSTALL DOWELS PER
ENG. STD. 6020, NOTE 7
(E) AC SURFACE
PAVING GRID
(E) PCC(E) SUBGRADE
MILLED DEPTH
NOTES:
1. DEPTH OF EXISTING AC PAVEMENT LAYER VARIES FROM 1/4" (AT CURB FACE) UP TO APPROXIMATELY 2 INCHES AT CENTER OF ROAD.
2. COMPLETELY REMOVE ALL (E) AC PAVEMENT BY MILLING. WHEN MILLING
OPERATION IS BEING PERFORMED, THE MILLING OPERATION SHOULD BE ADJUSTED TO AVOID MILLING THE (E) PCC BASE. CONTRACTOR IS RESPONSIBLE TO DETERMINE AND PERFORM APPROPRIATE NUMBER OF PASSES FOR AC REMOVAL.
3. INSTALL 3/4" MINIMUM LEVELING COURSE (3/8" AGGREGATE). INSTALL PAVING GRID (GLASGRID 8502, STARGRID G-PS 200-100 OR APPROVED EQUAL) AND 1-3/4 INCHES MINIMUM SURFACE COURSE (1/2" AGGREGATE).
4. WHERE DEPTH OF EXISTING AC PAVEMENT IS LESS THAN 1 INCH, PAVING MUST BE COMPLETED WITH 3/8" AGGREGATE. PAVING GRID WILL NOT BE REQUIRED.
5. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT PAVEMENT.
6. AFTER AC MILLING, UNSTABLE OR FAILING PCC PAVEMENT MAY EXIST. REPLACE
FAILING PCC WITH (N) PCC IN AREAS AUTHORIZED BY THE ENGINEER PRIOR TO AC OVERLAY PER DETAIL B, THIS SHEET.
NOT TO SCALE6" AC PATCH REPAIR C
(E) 4"-10" AC(E) BASE(95% COMPACTION WHERE EXPOSED
AFTER PAVEMENT REMOVAL)
NOTES:
1. PLACE 6 INCHES OF MEW HMA IN TWO LIFTS. BOTH LIFTS MUST BE 3 INCHES THICK (1/2" AGGREGATE).
2. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT PAVEMENT.
SAWCUT AREA
PER PLAN
REMOVE 6" OF EXISTING
MATERIAL AND REPLACE
WITH 6" OF HMA
SAWCUT
194.03
SCRIBED X
192.86
192.45 FD CITY BM 373
SDMH
192.14
GTR
192.06
FL
192.84
TC
192.97
SGN
193.04
SIG
192.92
TC EC
192.96
TC/FS 192.94 CROSS
193.03
CROSS AP
193.11
CROSS AP 192.89
CROSS
193.06
SIG PB
193.06
SIG PB
193.1115X18IN MTL SD LID
193.13
BSW AP
193.52
WM
193.45
EM
193.4018X22 UTIL BAB
193.16
GB
193.10
BSW
192.08
FL@INLET
192.09
192.20FL@INLET
GTR DYLT
192.10
FL
192.82
FL
193.11
WV
193.11
WV
193.13
WV
193.39
SSMH
193.28
CROSS/CL
193.29
CL
192.90
AC
193.09
AC
192.64
AC
192.91
AC
193.23
CROSS
193.52
ARROW
193.39
PRK MRK
193.36
FH
193.08
SGN
193.01
TC BC
192.78
FL
192.90
GTR END
192.17
FL@INLET
192.43
FL@INLET
192.60
FL
193.13
TC
192.71
GTR
192.67
GTR
192.48
GTR
192.56
GTR
192.76
GTR
192.55
FL
193.01
TC
193.03
TC/FL
193.03
TC/FS
192.96
TC/FS
193.37
AC 193.33 AC
193.55
AC
193.18
UMW
192.94
GTR
192.82FL193.35
TC
193.36
TC
192.73
FL
192.87
GTR
193.02
193.05 AC
AC
193.37
AC
193.23
BSW
193.41
BSW@WLK
193.33
TREE POC
193.65
TREE POC
193.16
UMC
193.65
UMC
193.89
UMC 194 09
193.46
UMC
193.43
UMG 193.47 UMG
193.42
UME
193.42
UME
193.63
MTR
193.56
MTR
193.61
TRASH
193.70
BSW@WLK
193.47
TC
192.90
FL
193.03
GTR
193.78
TREE POC
193.65
AC
193.18
GTR
193.03FL
193.56
TC
193.82
BSW
193.90
BSW@WLK
193.96
BSW@WLK
193.66
TC
193.15
FL
193.33
GTR
193.80
AC
194.02
AC
193.59
AC
193.28
AC
193.08
GTR
192.94
FL
193.49
TC
193.63
PRK MRK
193.81
PRK MRK
193.82
MTR
193.93
UMC
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S
SS SS SS SS SS SS SS SS SS SS
S SD SD SD SD SD SD SD SD
SD SD SD SD SD
SD
SD SD SD
SS SS SS SS SS SS
W W W W W W W W W W W
W W
W W
W W W W
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
E E E E
E E E E E E E
T T T T T T T T
T T T
T T T T T T T T T T T T T T T T
T T
E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E
E
E
E E E E E E T T T T T T T T T T T
W W W W W W W W W W W W W W W W W W W W W W W W W W W W
T T T T T T T T T T T
SD
0.6%
(2.5%)
12.6%
(2.4%)
1.0%
0.1%
1.5% 0.4%
12.6%
0.9%
0.6%
0.5%
1.8%
0.9% 0.9%
7.8%
0.5%
1.3%
1.4%
1.5%
0.9%
1.5%
1.0%
1.3%
1.4%
(193.66 TC)
(193.15 FL)
12.4'
(193.90 FS) (193.96 FS) (193.41 FS)
193.72 TC
192.67 FL 192.72 FL
193.67 TC 0.6%
5.7%
193.19 FL
193.69 TC
193.23 FL
193.73 TC
193.29 FL/HP
193.79 TC
193.68 TC
193.12 FL
1.8%
0.1%
193.12 FS
192.93 TC
191.93 FL
192.95 TC
191.95 FL
193.06 TC/FS
5.8%
192.51 FS
192.53 FS
193.04 FS
193.64 TC
193.11 FS
193.14 FL
10.0'
9.0' 5.0'
18.0' 34.3' 10.0'
9.6' 7.4'
4.0' 1.5' 10.5'
R=10'
L=15.8'
2.0'
1.5' 4.0'
2.0'
10 1
18 6
19 12
13 11
9 13
2 3
16 17
(193.10 FS)
(192.86 TC)
(192.06 FL)
15 15
7 193.19 FS
3.0'
10.1'
10.0'
(E) TS CONDUIT (E) 8" PVC SEWER
30" PVC SEWER
(E) 8" PVC SEWER
(E) 20" DI WATER
(E) GAS(E) TELEPHONE
(E) SIGNAL CONDUIT
(E) 20" DI WATER
(E) GAS
(E) TELEPHONE(E) ELECTRIC
(E) 12" CI WATER
NIPOMO ST
HIGUERA ST
7.0'
14 (N) 46' - 12" PVC
(N) 9' - 12" PVC
(N) 10' - 12" PVC
5.3'
R=20'L=12.9'
R=10'
L=6.4'
4.3'
20.9'
REPLACE
(E) 6" CURB
REPLACE
(E) 6" CURB
REPLACE
(E) 6" CURB
REPLACE
(E) 6" CURB
(E) CATV
(E) 4-4" TELE
(E) 48" RCP SD
(E) 12" CI WATER
(E) ELECTRIC
20 16
PROTECT (E) 12" RCP
9 REMOVE (E)
CATCH BASIN
193.28 TC/FS 193.41 TC/FS
(193.54 FS)
1.6%
1.1%
0.9%
3.0' 4.8'
192.97 TC
192.62 FL
193.00 FS
6.6% 1.0%
4.3'
21 21
(N) 17' - 12" PVC
193.29
CROSS AP
193.19
CROSS
193.28
CROSS AP
193.19
CROSS AP
192.91
CROSS
193.14
CROSS STRIPE
193.26
CROSS CL
193.21
CL
192.87
STRIPE 192.35 GTR 192.30 FL192.82 TC
192.91
TC
192.63
FL
192.69
GTR END
193.00
TV PB
193.02
E PB
193.01
LS
193.20
BSW
193.28
BSW
193.30
FD NL/TAGLS 5139
193.34
SDMH
193.25
193.26 TC EC
TC/FS
193.24
TC/FS
193.22
TC/FS
193.10
TC/FS
193.01
TC/FS
192.60
FL@INLET
192.74
FL@INLET 193.48 TC192.97 FL
193.32
AC
193.22
AC
193.71
BSW
SS SS SS SS SS SS SS SS
SD SD SD SD SD SD SD SD
SD SD
W W W W W W W W W
E E E
T T T T
T T T T T
T
E
E
E
E E
T T T T T T T
T T T T T
(E) 12" CI WATER
0.5%
1.2%
7.9%
0.7%
(3.8%)
1.5%
0.7%
1.8%
1.0%
(1.3%)
2.0%
10.1'
12.1' 2.0'
5.0' 8.5'
11.6'
R=10'
L=15.7'
(193.38 TC)
(192.85 FL)
(192.82 TC)
(192.30 FL) (193.20 FS)
(193.24 FS)
193.30 FS
(193.54 FS)
193.30 TC
192.30 FL
193.25 TC
192.26 FL
31.9%
12.0% 2.2% 2.2%
1.1% 4.7%
193.11 FS
193.22 FS/HP
193.15 TC
192.60 FL
193.06 TC
192.41 FL
4.0'
4.0' 1.6'
2.0'
NIPOMO ST
(E) 48" RCP SD 3.0' 7.0'
1.0%
16 7
3 11
2 4
12 8 9
REPLACE DI-3RIM = 193.34
12" RCP INV = 190.46
PROTECT (E) 12" RCP
(E) CATV
(E) 4-4" TELE
(E) 4-4" TELE(E) ELECTRIC
(E) CATV
(E) TS
3.0'
5 20
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
1" = 8'
C6
HIGUERA AND NIPOMO CURB RAMP
AND BULBOUT IMPROVEMENTS
C I V I L
No. C 84733
HAI-LONG
Q.NGUYEN
8 SCALE IN FEET
0 1 RELOCATE FIRE HYDRANT PER ENG. STD. 6310.
2 INSTALL TRUNCATED DOMES (3' DEPTH TYP.) PER ENG. STD. 4440 3 REMOVE AND REPLACE AC OVER PCC PAVEMENT PER ENG. STD. 4110 & 6020. 4 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE AND FOUNDATION. 5 PROTECT (E) PAY STATION KIOSK6 CUT BACK TREE ROOTS AND INSTALL TREE WELL AND REINFORCED SIDEWALK PER ENG. STD. 8130. MODIFY TREE GRATE TO THE DIMENSIONS SHOWN. 7 MISSION STYLE SIDEWALK PER ENG. STD. 4220.
8 ADJUST UTILITY BOX TO FINISHED SURFACE9 PAINT RED CURB 10 REMOVE EXISTING WOODEN ENCLOSURE AND INSTALL (N) STAINLESS STEEL UPS/SERVICE ENCLOSURE INCLUDING BASE FOUNDATION PER ENG. STD. 7510.
TRANSFER EXISTING ELECTRICAL EQUIPMENT IN WOODEN ENCLOSURE INTO NEW ENCLOSURE. SEE SHEET C3. 11 INSTALL MISSION STYLE CURB AND GUTTER PER ENG. STD. 4030 AND 4220.12 REMOVE EXISTING AND INSTALL NEW PULL BOX WITH "TRAFFIC SIGNAL" LID PER ENG. STD. 7520.13 REMOVE EXISTING AND INSTALL NEW PUNCH POST AND SLEEVE PER ENG. STD. 7210. EXISTING SIGNS TO BE REUSED.14 RESET BENCHMARK PER SECTION 5-1.26.15 LANDSCAPE AREA. BACKFILL WITH TOPSOIL PER SECTION 20-3.02C(2)16 REMOVE EXISTING AND INSTALL NEW CATCH BASIN PER ENG. STD. 3350.17 REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.18 PROTECT (E) TRAFFIC SIGNAL19 ADJUST STORM DRAIN MANHOLE PER ENG. STD. 6040.
CONSTRUCTION NOTES:
GENERAL NOTES
1. 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 THE REMAINING IN AN ATTRACTIVE CONDITION. REFER TO CITY STANDARD SPECIFICATIONS SECTION 77-1.03A FOR ADDITIONAL REQUIREMENTS.
2. CONCRETE CURBS MUST BE CURED A MINIMUM OF 7 DAYS BEFORE PAINT CAN BE APPLIED.
3. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.
4. EXISTING ROADWAY STRIPING AND PAVEMENT MARKINGS REMOVED WITH RAMP CONSTRUCTION MUST BE TEMPORARILY REPLACE WITH TRAFFIC RATED PAINT PER CALTRANS STANDARD SPECIFICATIONS.
PERMANENT THERMOPLASTIC STRIPING PAVEMENT MARKINGS PER ROADWAY SEALING STRIPING PLANS. 20 INSTALL CALTRANS STANDARD PUSH BUTTON ASSEMBLY POST, PER STD. PLAN ES-7A, WITH POLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR
APPROVED EQUAL
21 NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.
194.03
SCRIBED X
192.86
192.45 FD CITY BM 373
SDMH
192.14
GTR
192.06
FL
192.84
TC
192.97
SGN
193.04
SIG
192.92
TC EC
192.96
TC/FS 192.94 CROSS
193.03
CROSS AP
193.11
CROSS AP 192.89
CROSS
193.06
SIG PB
193.06
SIG PB
193.1115X18IN MTL SD LID
193.13
BSW AP
193.52
WM
193.45
EM
193.4018X22 UTIL BAB
193.16
GB
193.10
BSW
192.08
FL@INLET
192.09
192.20FL@INLET
GTR DYLT
192.10
FL
192.82
FL
193.11
WV
193.11
WV
193.13
WV
193.39
SSMH
193.28
CROSS/CL
193.29
CL
192.90
AC
193.09
AC
192.64
AC
192.91
AC
193.23
CROSS
193.52
ARROW
193.39
PRK MRK
193.36
FH
193.08
SGN
193.01
TC BC
192.78
FL
192.90
GTR END
192.17
FL@INLET
192.43
FL@INLET
192.60
FL
193.13
TC
192.71
GTR
192.67
GTR
192.48
GTR
192.56
GTR
192.76
GTR
192.55
FL
193.01
TC
193.03
TC/FL
193.03
TC/FS
192.96
TC/FS
193.37
AC 193.33 AC
193.55
AC
193.18
UMW
192.94
GTR
192.82FL193.35
TC
193.36
TC
192.73
FL
192.87
GTR
193.02
193.05 AC
AC
193.37
AC
193.23
BSW
193.41
BSW@WLK
193.33
TREE POC
193.65
TREE POC
193.16
UMC
193.65
UMC
193.89
UMC 194 09
193.46
UMC
193.43
UMG 193.47 UMG
193.42
UME
193.42
UME
193.63
MTR
193.56
MTR
193.61
TRASH
193.70
BSW@WLK
193.47
TC
192.90
FL
193.03
GTR
193.78
TREE POC
193.65
AC
193.18
GTR
193.03FL
193.56
TC
193.82
BSW
193.90
BSW@WLK
193.96
BSW@WLK
193.66
TC
193.15
FL
193.33
GTR
193.80
AC
194.02
AC
193.59
AC
193.28
AC
193.08
GTR
192.94
FL
193.49
TC
193.63
PRK MRK
193.81
PRK MRK
193.82
MTR
193.93
UMC
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S
SS SS SS SS SS SS SS SS SS SS
S SD SD SD SD SD SD SD SD
SD SD SD SD SD
SD
SD SD SD
SS SS SS SS SS SS
W W W W W W W W W W W
W W
W W
W W W W
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
E E E E
E E E E E E E
T T T T T T T T
T T T
T T T T T T T T T T T T T T T T
T T
E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E
E
E
E E E E E E T T T T T T T T T T T
W W W W W W W W W W W W W W W W W W W W W W W W W W W W
T T T T T T T T T T T
SD
12.6% 0.6%
0.5%
1.8%
0.9% 0.9%
5.7%
193.29 FL/HP
193.79 TC
9 (E) TS CONDUIT (E) 8" PVC SEWER
30" PVC SEWER
(E) 8" PVC SEWER
(E) 20" DI WATER
(E) GAS(E) TELEPHONE
(E) SIGNAL CONDUIT
(E) 20" DI WATER
(E) GAS
(E) TELEPHONE(E) ELECTRIC
(E) 12" CI WATER
NIPOMO ST
HIGUERA ST
STA 1+00.00
(E) SDMH
RIM = 192.47'
STA 1+08.18
REPLACE DI-1RIM = 192.98'
STA 1+19.91
RELPACE SDMH-1RIM = 193.13'
STA 2+03.38
REPLACE DI-2RIM = 193.73'
(N) 46' - 12" PVC
(N) 9' - 12" PVC
(N) 10' - 12" PVC
(N) 5' - 12" PVC
REMOVE (E) SDUNDERDRAIN
REMOVE (E)
CATCH BASIN
16 17
16 (E) CATV
(E) 4-4" TELE
(E) 48" RCP SD
(E) 12" CI WATER
(E) ELECTRIC PROTECT (E) 12" RCP
9 YELLOW
CURB
PAINT
GREEN CURB PAINT
0.9%
6.6% 1.0%
4.0'
(N) 17' - 12" PVC
STA 1+40.39
(N) SDMH-2
RIM = 193.36'
21 STA 1+90.20
(N) SDMH-3
RIM = 193.77'
21 190
195
190195
0+90 1+00 1+25 1+50 1+75 2+00 2+06
STA. 1+08.18
REPLACE DI-1RIM = 192.98'
12" IN 188.79' (SE)12" OUT 188.79' (W)
STA. 1+19.91
RELPACE SDMH-1RIM = 193.13'
12" IN 189.04' (SE)12" OUT 189.04' (NW)
STA. 2+03.38
REPLACE DI-2
RIM = 193.73'
12" OUT 189.79' (SE)
STA. 1+00.00
(E) SDMH
RIM = 192.47'
12" IN 188.62' (E)
(N) 5' - 12" PVC (SDR 35), S = 2.13%
BY OPEN TRENCHING AND REMOVE (E) 12" RCP
(N) 9' - 12" PVC (SDR 35), S = 2.13%
BY OPEN TRENCHING AND REMOVE (E) 12" RCP
(N) 46' - 12" PVC (SDR 35), S = 0.50% BY OPEN TRENCHING (N) 10' - 12" PVC (SDR 35), S = 0.50%
BY OPEN TRENCHING
TIE INTO (E) MANHOLE PER ENG. STD. 3540
(E) CATV
(N) 17' - 12" PVC (SDR 35), S = 2.13%
BY OPEN TRENCHING AND REMOVE (E) 12" RCP
STA. 1+40.39
(N) SDMH-2
RIM = 193.36'
12" IN 189.48' (SE)12" IN 189.48' (NE)12" OUT 189.48' (NW) STA. 1+90.20
(N) SDMH-3
RIM = 193.77'
12" IN 189.73' (NW)
12" OUT 189.73' (SW)
(E) CATV
(E) GAS
(E) ELECTRIC
(E) 6" WATER
(E) CATV
(E) GAS
(E) ELECTRIC
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
C I V I L
No. C 84733
HAI-LONG
Q.NGUYEN
HORIZ 1" = 8'
VERT 1" = 2'
C7
HIGUERA AND NIPOMO
STORMDRAIN IMPROVEMENTS
8 SCALE IN FEET
0 9 PAINT RED CURB
17 REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.
CONSTRUCTION NOTES:
16 REMOVE EXISTING AND INSTALL NEW CATCH BASIN PER ENG. STD. 3350. 21 NEW STORM DRAIN MANHOLE PER ENG. STD. 3520.
E
E
E
E
E
E
E
E
E
E
E
E
1 Ø2
Ø2P
Ø4P
2 5
E
E
E
E
E E E E E
3 Ø6
Ø2P
Ø4P
2 E
E
E E E E
4 Ø4
Ø6
Ø4P
Ø6P
3 5.0'
9.1'
(1.3%)
(1.3%)
(1.3%)
NIPOMO ST
HIGUERA ST
E
E
E
E
Ø2
Ø4
Ø4P
Ø6P
5 (1.3%)
(1.3%)
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION ROADWAY SEALING 2022
HN
MG
BN
FEBRUARY 2022
1000560
Y
HN
ALL CONDUITS ARE EXISITING
NO EXISTING CONDUCTORS ARE SHOWN, ONLYNEW CONDUCTORS SHOWN *ALL POLES AND ASSOCIATED EQUIPMENT ARE EXISTING UNSLESS NOTED (N) INSTALL CALTRANS STANDARD PUSH BUTTON ASSEMBLY POST, PER STD. PLAN ES-7A, WITH POLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL.
INSTALL POLARA APS PEDESTRIAN PUSH BUTTON ASSEMBLY, OR APPROVED EQUAL.
INSTALL POLARA APS CONTROLLER SYSTEM OR APPROVED EQUALINSTALL 2" CONDUIT TO PUSH BUTTON ASSEMBLY POST AS SHOWN REMOVE AND REPLACE MISSION STYLE SIDEWALK PER CITY STD 4220 TO THE EXTENTS SHOWN ON PLAN. (APPROXIMATELY 70 SF)
PROVIDE AND INSTALL PULL BOX WITH "TRAFFIC SIGNAL" LID PER CITY STD 7520.INSTALL (N) ELECTRICAL EQUIPMENT ENCLOSURE TYPE III-D INCLUDING BASE FOUNDATION PER CALTRANS STANDARD PLAN ES-2G AND TRANSFER EXISTING ELECTRICAL EQUIPMENT IN WOODEN ENCLOSURE INTO NEW ENCLOSURE. REMOVE EXISTING WOODEN ENCLOSURE.
CONSTRUCTION NOTES:GENERAL NOTES:
1. CONTRACTOR SHALL "BRIDGE" SAW CUTTING AS NECESSARY TO AVOID HITTING UTILITIES INCLUDING POTENTIALLY SHALLOW TRAFFIC SIGNAL CONDUIT.
2. DETAIL OF BARRIER UNIT ON SHEET 53. ALL EXISTING FACILITIES TO BE PROTECTED IN PLACE
POLE AND EQUIPMENT SCHEDULE
1A (10')
PBAP (N)PBAP (N)
1A (10')
PBAP (N)
1A (10')
15(TS)
PBAP (N)
12'
Type
NO.
Sig M.A. Lum M.A. Mast Arm Pole
TV-1-TTV-1-TTV-2-T
SV-1-T
SP-2-TSP-2-TSP-2-TSP-2-T
PED SIGNAL
MTG
PPB
ARROW LUMINAIRE
LED
R.S.N.S
STANDARD VEH SIG MTG
94W
4 228866
4 1" = 8'
C8
HIGUERA AND NIPOMO
SIGNAL MODIFICATION
8 SCALE IN FEET
0
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Roadway Sealing 2022
Specification No. 10000560
February 2022
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Roadway sealing 2022
Specification No. 1000560
Approval Date: March 15, 2022
Hai Nguyen
March xx, 2022
Brian Nelson
March xx, 2022
TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ...................................................................................................................................... I BID DOCUMENTS .................................................................................................................................... II PROJECT INFORMATION........................................................................................................................ II QUALIFICATIONS .................................................................................................................................... III AWARD ..................................................................................................................................................... V ACCOMMODATION .................................................................................................................................. V BID FORMS .................................................................................................................... A BID ITEM LIST FOR ROADWAY SEALING 2022, SPECIFICATION NO. 1000560 ................................ A LIST OF SUBCONTRACTORS ................................................................................................................. E PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ............................................................... F PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE .......................................................... F PUBLIC CONTRACT CODE SECTION 10232 STATEMENT .................................................................. F LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................... F NON-COLLUSION DECLARATION ......................................................................................................... H BIDDER ACKNOWLEDGEMENTS ............................................................................................................ I QUALIFICATIONS ..................................................................................................................................... J ATTACH BIDDER'S BOND TO ACCOMPANY BID .................................................................................. K SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ....................................................................................................... 1 1 GENERAL ........................................................................................................................................... 1 2 BIDDING ............................................................................................................................................. 1 3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1 4 SCOPE OF WORK ............................................................................................................................. 2 6 CONTROL OF MATERIALS ............................................................................................................... 2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 2 8 PROSECUTION AND PROGRESS ................................................................................................... 4 DIVISION II GENERAL CONSTRUCTION ............................................................................................... 5 13 WATER POLLUTION CONTROL ..................................................................................................... 5 15 EXISTING FACILITIES ..................................................................................................................... 5 DIVISION V SURFACINGS AND PAVEMENTS ....................................................................................... 6 37 BITUMINOUS SEALS ....................................................................................................................... 6 39 ASPHALT CONCRETE .................................................................................................................... 7 DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 8 73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 8 77 LOCAL INFRASTRUCTURE ............................................................................................................ 9
DIVISION IX TRAFFIC CONTROL DEVICES........................................................................................... 9 84 MARKINGS ....................................................................................................................................... 9 DIVISION XIII APPENDICES .................................................................................................................. 11 APPENDIX A - FORM OF AGREEMENT ....................................................................... 0 APPENDIX B – CALTRANS ENCROACHMENT PERMIT .............................................. 3 APPENDIX C – SCHOOL ZONES .................................................................................. 4
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until 11:00 a.m. on April xx, 2022
at which time they will be publicly opened and read aloud. Public bid opening may be accessed via Microsoft Teams video conference and conference call. In person attendance will be permitted. Attendees are encouraged to wear face masks and practice social distancing. Use the following link:
https://teams.microsoft.com/l/meetupjoin/19%3ameeting_MzY5NjIxZjEtN2E2Ny00NjQ0LWI5ODAtMzViYmIyNjVkZTAx%40th read.v2/0?context=%7b%22Tid%22%3a%22a78b182d-94e4-4507-a9a9- 330dcb148164%22%2c%22Oid%22%3a%22a8add278-38fa-47c3-8727- acd5a57b58ec%22%7d
or join by phone with this number: 1 (209) 645-4165 with Conference ID: 715 034 233# Submit bid in a sealed envelope plainly marked:
Roadway Sealing 2022, Specification No. 1000560
Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List.
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Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code.
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals No printed copies are available for purchase at the City office.
Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer.
Questions must be submitted through BidSync so that it is available to the public. Contact the project manager, Hai Nguyen at 805-781-7108 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued.
You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals.
PROJECT INFORMATION
In general, the project consists of applying slurry seal, striping, pavement markings, and signage to pavement areas 6, 7 & 9. Work ancillary to these maintenance and
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rehabilitation treatments includes, but is not limited to striping, signage, markings, and traffic control.
The project estimated construction cost and contract time established for the project is a follows:
BASE BID: 55 working days
ADDITIVE ALTERNATIVE “A”
$2,350,000
$250,000 15 working days
TOTAL PROJECT BID (BASE BID + ADD ALT. “A”): $2,600,000 The fixed liquidated damages amount is established at $500 per day for failure to complete the work within the contract time.
In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
QUALIFICATIONS
You must possess a valid Class A or C-12 Contractor's License at the time of the bid opening.
You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code.
You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date.
One of the three referenced projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor.
All referenced projects must be for roadway maintenance by slurry sealing.
Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions.
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The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered.
The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request.
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AWARD
The lowest bidder will be determined in compliance with Public Contract Code Section 20103.8(c) with the Publicly Disclosed Funding Amount of $2,600,000 using either:
• TOTAL PROJECT BID, if bid for Base Bid + Add. Alt. “A” is less than $2,600,000 or
• BASE BID, if Base Bid is less than $2,600,000 and Base Bid + Add. Alt. “A” is greater than $2,600,000.
As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation.
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A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
4. materials
5. labor
to complete all the required work satisfactorily in compliance with
6. plans
7. specifications
8. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR ROADWAY SEALING 2022, SPECIFICATION NO. 1000560 Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 1 37 TYPE II SLURRY SEAL SQYD 416,374
2 37 PNEUMATIC TIRE ROLLER
COMPACTION LS 1 -----------------
3 13 STREET SWEEPING (1 DAY) LS 1 -----------------
4 13 STREET SWEEPING (14 DAYS) LS 1 -----------------
5 13 STREET SWEEPING (30 DAYS) LS 1 -----------------
6 84 DETAIL 1 LF 6,680
7 84 DETAIL 5 LF 250
8 84 DETAIL 22 LF 14,112
9 84 DETAIL 24 LF 5,691
10 84 DETAIL 27B LF 12,909
11 84 DETAIL 29 LF 285
12 84 DETAIL 32 LF 396
13 84 DETAIL 39A LF 963
14 84 6" WHITE LF 79
15 84 6" YELLOW LF 393
16 84 12" WHITE LF 7,541
17 84 12" YELLOW LF 1,336
18 84 24" WHITE LF 890
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Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 19 84 24" YELLOW LF 1,200
20 84 6" YELLOW W/ 2WAY RETROREFLECTIVE MARKERS 4'OC LF 106 21 84 4” WHITE IN BULBOUT LF 4,879
22 84 6" WHITE IN BULBOUT LF 358
23 84 12" WHITE IN BULBOUT LF 853
24 84 WHITE FLEX POSTS EA 59
25 84 8” WHITE FLEX POSTS EA 23
26 84 BOT DOTS EA 64
27 73 PAVERS SQFT 982
28 84 BIKE BUFFER - DETAIL E
SHEET 59 LF 295
29 84 BIKE BUFFER - DETAIL F
SHEET 59 LF 6,052
30 84 WHITE PAVEMENT MARKING SQFT 13,409
31 84 YELLOW PAVEMENT
MARKING SQFT 652
32 84 GREEN PAINT SQFT 3,837
33 56 R1-1 SIGN EA 2
34 56 R1-5 SIGN EA 2
35 56 R3-7 SIGN EA 2
36 56 R3-8 SIGN EA 2
37 56 R4-4 SIGN EA 4
38 56 R6-4 SIGN EA 4
39 56 R6-5P SIGN EA 6
40 56 R10-15 SIGN EA 1
41 56 R99C SIGN EA 6
42 56 W3-1 SIGN EA 2
43 56 W4-4P SIGN EA 11
44 56 W17-1 SIGN EA 26
45 56 “WATCH FOR BICYCLES”
CUSTOM SIGN EA 6
46 56 “YIELD TO VEHICLES”
CUSTOM SIGN EA 3
47 56 R1-6A REMOVE AND
REINSTALL EA 9
48 56 14' PUNCH POST EA 37
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Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 49 15
14' PUNCH POST W/
REFLECTIVE TAPE AND (2)
RETRO-REFLECTIVE FLAGS
EA 4
50 15 INSTALL SIGN ON SIGNAL
POLE EA 2
51 15 REMOVE SIGN EA 4
52 84 PARKING MARK "T" EA 98
53 84 PARKING MARK "L" EA 81
54 84 BLUE PARKING MARK "T" EA 5
55 84 BLUE PARKING MARK "L" EA 7
56 84 ELEPHANT FOOT MARKS @
16" LF 28
57 84 BLUE HYDRANT MARKERS
(STD7920) EA 368
58 15 EDGE GRIND LF 334
59 39 TYPE 1 SPEED BUMP EA 5
60 39 TYPE 2 SPEED BUMP EA 9
61 15 REMOVE SPEED BUMP EA 1
62 84 RED CURB LF 958
63 84 BLUE CURB LF 120
64 84 WHITE CURB LF 50
65 84 YELLOW CURB LF 182
66 84 GREY CURB LF 123
67 3 COMPLY WITH CALTRANS
ENCROACHMENT PERMIT LS 1 -----------------
68 12 TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1 -----------------
Base Bid $
69 7 TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1
70 77 POTHOLING LS 1
71 84 TEMPORARY STRIPING AND
PAVEMENT MARKINGS LS 1
72 14
COMPLY WITH MITIGATION
MEASURES AND
ARCHAEOLOGICAL
MONITORING PLAN
LS 1
73 15
REMOVE EXISTING
STORMDRAIN STRUCTURES AND
PIPES
LS 1
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Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 74 15 ADJUST STORMDRAIN
MANHOLE PER ENG. STD. 6040 EA 1
75 77 INSTALL 12" PVC STORMDRAIN LF 87
76 77 INSTALL NEW STORMDRAIN
MANHOLE EA 3
77 77 INSTALL NEW STORMDRAIN
CATCH BASINS EA 2
78 86 INSTALL PUSH ASSEMBLY POST
WITH PUSH BUTTON ASSEMBLY EA 4
79 86
INSTALL PUSH BUTTON
ASSEMBLY ON EXISTING TRAFFIC
SIGNAL
EA 4
80 86 INSTALL POLARA APS
CONTROLLER SYSTEM EA 1
81 86
INSTALL 2" CONDUIT TO NEW
PUSH ASSEMBLY POST AND
SURFACE RESTORATION
LS 1
82 86 INSTALL NEW TRAFFIC SIGNAL
PULL BOX EA 4
83 73 N CURB RAMP: HIGUERA AND
NIPOMO LS 1
84 73 E CURB RAMP: HIGUERA AND
NIPOMO LS 1
Additive Alternative A $
Total Project Bid = (Base Bid + Additive Alternative A) $ Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work.
* Bid item exempt from Section 9-1.06 of the Standard Specifications. The unit price will not be adjusted regardless of the final bid item quantity.
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LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
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PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is
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under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
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NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________