HomeMy WebLinkAboutItem 5g. Authorization to Advertise Verde, Luneta, Ramona, Broad Sewer Pipe Replacement Item 5g
Department: Public Works
Cost Center: 6102
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 VERDE/LUNETA/RAMONA/BROAD
SEWER PIPE REPLACEMENT, SPECIFICATION NO. 1000091
RECOMMENDATION
1. Approve the project plans and specifications for Verde/Luneta/Ramona/Broad Sewer
Pipe Replacement, Specification Number 1000091; and
2. Authorize staff to advertise for bids; and
3. Authorize the City Manager, or their designee 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 $1,156,000; and
4. Authorize the City Engineer to approve Contract Change Orders up to the available
project budget.
DISCUSSION
Background
Replacement and rehabilitation of wastewater collection (sewer) pipes is part of an
ongoing program to maintain aging and deteriorating infrastructure. This program has
several objectives: 1) ensure reliable removal of wastewater; 2) reduce the need for
emergency repairs; 3) reduce the need for preventive maintenance; and 4) ensure
uninterrupted wastewater flow without health or environmental hazard from wastewater
leakage. This project will accomplish these objectives for part of the City’s wastewater
collection system.
The Project
The Verde/Luneta/Ramona/Broad Sewer Pipe Replacement Project (Project) proposes
replacement of approximately 2,347 lineal feet of sewer main on Verde, Luneta, Ramona
and Broad (Attachment C). The existing sewer pipes planned for replacement work have
been video inspected and confirmed to have reached the end of their useful life.
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Item 5g
This Project also includes an additive alternate bid item. This Project’s additive alternate
bid items include four lateral connections and abandonment of 500 lineal feet of sewer
main. With the additive alternate bid items, the contractors bidding the project provide the
cost of the additive items of work and staff will make the determination whether to award
this portion of the work if the cost is within available budget. If it is not within the available
budget to award the additive alternative, the work to abandon 500 lineal feet o f sewer
main will have to be deferred and the existing sewer main will have to remain active.
Previous Council or Advisory Body Action
This Project was identified in the 2019-21 and 2021-23 Financial Plans that were
approved by Council.
Policy Context
The City Council approved the Wastewater Collection System Infrastructure Renewal
Strategy in January 2016. The plan identified a strategy for prioritizing pipeline
replacement in the wastewater collection system to serve existing customers and future
development in the City.
Additionally, consistent with the October 2018 Purchasing Policy Update to the July 2015
Financial Management Manual, Council approval must be obtained before proceeding
with this project, as approval is required for Public Projects th at cost over $175,000.
Public Engagement
Public engagement was conducted during the initial identification of this Project to be
included in the 2019-21 and 2021-23 Financial Plans.
CONCURRENCE
This project has the concurrence of the Utilities Department.
ENVIRONMENTAL REVIEW
A portion of the Project is located within a potentially archeologically sensitive zone of
influence (within 200 feet of Old Garden Creek). Mitigation measures approved through
Mitigated Negative Declaration ER10-07 are included in the Project’s specifications and
will be followed by the City’s contractor, as applicable, consistent with the requirements
of the California Environmental Quality Act (CEQA).
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Item 5g
FISCAL IMPACT
Budgeted: Yes Budget Year: 2019-21 & 2021-23
Funding Identified: Yes
Fiscal Analysis:
Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund $ $ $ $
State
Federal
Fees
Sewer Fund: $1,372,434 $1,371,500 $934 N/A
Total $1,372,434 $1,371,500 $934 N/A
602 Sewer Fund
Base Bid Estimate $1,040,000
Add Alt A Estimate $116,000
Contingencies $200,000
Total for Construction $1,356,000
Materials Testing $5,000
Archaeological Monintoring $10,000
Printing $500
Total Project Cost $1,371,500
Current Project Balance:$1,372,434
Remaining Balance:$934
Verde/Luneta/Ramona/Broad Sewer Replacement
Specification No. 1000091
Project Account
(1000091)
The project is structured with a Base Bid and one Additive Alternative to maximize the
scope of work within available funding. The strategy is to award the contract with the Base
Bid and Additive Alternative A as funding will allow, up to the Publicly Disc losed Funding
amount of $1,156,000 in compliance with Public Contract Code Section 20103.8(c).
Sewerline improvements identified in this project are described in the 2019-21 and 2021-
23 Financial Plan, Capital Improvement Program (page 388). Funding for this project is
available in the Project Account (1000091) which has a current balance $1,372,434.
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Item 5g
ALTERNATIVES
Deny or defer approval to advertise. The City Council may choose to deny or defer the
approval to advertise this project. Staff does not recommend this option, as the sewer
mains included in this project continue to deteriorate and pose a high risk of catastrophic
failure, requiring expensive repairs.
ATTACHMENTS
A - Project Plans (1000091)
B - Project Specifications (1000091)
C - Project Vicinity Map (1000091)
Page 272 of 984
Project Locationsindex to planssheet no. descriptionsan luis obispo county, californiaSPECIFICATION NO.DATE SHEET1000091FILE NO./LOCATION1234567COVER SHEETLUNETA DRIVEVERDE DRIVEVERDE DRIVE & RAMONA DRIVERAMONA DRIVERAMONA DRIVEBROAD STREET7of1VERDE/LUNETA/RAMONA/BROADSEWER REPLACEMENTFEBRUARY 2022SEWER MANHOLE FLOW DIAGRAM SCHEMATIC.TROUGH VARIES WITH PIPE LAYOUT. ARROWSINDICATE FLOW DIRECTION.DEAD OR UNUSED SEWER LATERAL, VERIFYCONDITION. ABANDON IN PLACE IF DEAD,UNUSED, OR CAPPED.CONNECT SEWER LATERALS AND MARK TOP OFCURB WITH THE LETTER "S" PER ENG. STD. 6810.CONNECT SEWER LATERALS AND MARK TOP OFCURB 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 OPTICABANDONED SEWERABANDONED WATER(E) SURVEY MONUMENT - PROTECT IN PLACE(E) SURVEY MONUMENT - REPLACE IF DAMAGEDOR DESTROYED. SEE GENERAL NOTE 4.DSDSSSSSSDSDSSSSWWGGOOTTFOFOASASAWAW1. 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, OILAND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSOCONTACT 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 BIDOPENING.3. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL CROSSINGS PRIOR TO LAYINGPIPE SO THAT PIPE ALIGNMENT AND GRADE CAN BE ADJUSTED AS NEEDED.4. TIE OUT CENTERLINE MONUMENTS BEFORE WORK AND REPLACE IF DISTURBED INACCORDANCE WITH THE LAND SURVEYORS ACT, AND SECTION 5-1.36E, REPLACEMONUMENT AND WELL PER ENG. STD. 9020.5. THE CONTRACTOR MUST REPLACE ALL PAVEMENT STRIPES, MARKINGS, AND MARKERSDISTURBED DURING CONSTRUCTION. ALL PAVEMENT STRIPES AND MARKINGS WITHIN 5FEET OF THE DISTURBED AREA MUST BE REPLACED. ALL STRIPING IS PER STATESTANDARD PLANS AND PER PER ENGINEERING STANDARD SPECIFICATION 84-1.01A.6. SEWER MAIN WITH LESS THAN 1% SLOPE MUST BE INSTALLED WITH FLOAT ROCK ASBEDDING AND INITIAL BACKFILL. SEE ENG. STD. 6020, NOTE 10 FOR ADDITIONALREQUIREMENTS.7. CONNECT EXISTING VCP SEWER MAIN TO NEW MANHOLE WITH 3 FOOT PVC STUB ANDSTRONG BACK RC COUPLINGS8. CONNECT EXISTING HDPE SEWER MAIN TO NEW MANHOLE WITH 3 FOOT HDPE STUB ANDFUSED COUPLINGS OR BUTT FUSION.9. CONNECT EXISTING PVC SEWER MAIN TO NEW MANHOLE WITH 3 FOOT PVC STUB AND PVCCOUPLINGS.10. ALL PIPE LENGTHS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGALL PIPE LENGTHS.11. APPROXIMATE LOCATION OF LATERALS ARE SHOWN ON PLANS. LOCATING LATERALS ISTHE RESPONSIBILITY OF THE CONTRACTOR AND ANY DAMAGE TO A LATERAL MUST BEREPAIRED IMMEDIATELY AND AT NO COST TO THE CITY.12. ALL NEW MANHOLE MUST BE COATED PER SECTION 77-3.03D OF THE PROJECT SPECIALPROVISIONS. 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 FIRSTPRIORITY OF WORK. ROCK EXCAVATION IS EXPECTED ON THESE STREETS (REFER TOSECTION 19-1.03E AND GEOTECHNICAL REPORTS FOR MORE INFORMATION).14. NOT ALL IMPROVEMENTS WITHIN PRIVATE PROPERTIES ARE SHOWN. UPON COMPLETIONOF WORK WITHIN PRIVATE PROPERTIES, THE CONTRACTOR MUST RESTORE PRIVATEPROPERTY IMPROVEMENTS TO THE SAME CONDITION BEFORE THE START OFCONSTRUCTION.Reference Documents:City Standard Specifications - 2020 EditionCity Engineering Standards - 2020 EditionAPPROVED BYBrian A. Nelson, City Engineer R.C.E. C79870 Approved DateNo. C 79870BRIAN A. NELSO N CIVILSIZE & INVSIZEELEV OUTSSSSPage 273 of 984
28529029530030531031532032533028529029530030531031532032533066+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+25STA. 66+57.05(N) SSCO I07-8RIM = 319.06'8" OUT 315.00' (E)(N) 347' - 8" HDPE SEWER, S = 7.83%BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWERSTA. 70+06.04(N) SSMH I07-7RIM = 293.58'8" IN 287.80' (W)6" IN 287.80' (S)8" OUT 287.70' (N)(E) GRADEREMOVE (E) SSMH I07-9(E) 2" GAS(E) 6" AC WATERWWWWWWWWWWGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSG G G GGGG
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STA. 81+24.32(N) SSMH I07-2RIM = 285.34'8" IN 281.70' (S)8" OUT 281.60' (N)STA. 80+09.71(N) SSMH I07-7RIM = 293.58'8" IN 287.80' (W)6" IN 287.80' (S)8" OUT 287.70' (N)STA. 78+34.11(N) CO I07-15RIM = 302.70'6" OUT 295.00' (N)(N) 174' - 6" HDPE SEWER, S = 4.10%BY PIPE BURSTING THROUGH EXISTING 6" VCP SEWER(N) 113' - 8" HDPE SEWER, S = 5.23%BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWER(N) 337' - 8" HDPE SEWER, S = 10.23%BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWER(E) GRADESD
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STA 78+34.11(N) CO I07-15RIM = 302.70'(N) 174' - 6" HDPE SEWERSTA 81+24.32(N) SSMH I07-2RIM = 285.34'(N) 113' - 8" HDPE SEWER+00+7900+8000+8100+8200+8300VERDE DRLUNETA DR.STA 80+09.71(N) SSMH I07-7RIM = 293.58'12'5'5'34'12'REMOVE AND REPLACESSCO I07-15PER ENG. STD. 67106" OUT 295.00REMOVE AND REPLACESSMH I07-7PER ENG. STD. 66106" IN 287.808" OUT 287.706" IN 287.80REMOVE AND REPLACESSMH I07-2PER ENG. STD. 66108" IN 281.708" OUT 281.60(N) 102' - 8" HDPE SEWER
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P (N) 337' - 8" HDPE SEWER78+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+502602652702752802852902953003052602652702752802852902953003050SCALE IN FEET20 40VERDE DRIVE3HORIZ 1" = 20'VERT 1" = 5'MATCHLINE - STA. 83+50.00: SEE SHEET 4MATCHLINE - STA. 83+50.00: SEE SHEET 4SHEET 2CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNVERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENTHNMGBNFEBRUARY 202210000197APPROVED: [Mo Day, Yr]Page 275 of 984
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(E) 10" CI WATER(E) 2" GAS(E) AT&T(E) 10" CI WATER(E) 2" GAS(E) AT&T(E) 10" CI WATER(E) 6" VCP SEWER(E) 2" GAS(E) 18" CMPSTA 94+56.87(N) SSMH I06-47RIM = 244.49'STA 96+41.48(E) SSMH I06-48RIM = 240.73'(N) 183' - 10" HDPE SEWER+9300+9400+9500+96005'10'40'5'22.6'9.4'3'40'RAMONA DRPALOMAR AVEREMOVE (E) SSMH I06-47PER ENG. STD. 6610(E) 10" IN 238.70(E) 10" OUT 238.60INSTALL (N) SSMH I06-47PER ENG. STD. 661010" IN 234.1010" OUT 234.00(E) SSMH I06-48 TO REMAIN10" IN 228.006" IN 228.0010" OUT 227.90(E) 10" CIPP SEWER15.5'9.5'REMOVE(E) SSMH(N) 451' - 10" HDPE SEWER(N) 451' - 10" HDPE SEWER, S = 1.94%BY OPEN TRENCHING & REMOVE EXISTING 10" VCP SEWERSTA. 94+56.87(N) SSMH I06-47RIM = 244.49'10" IN 234.10' (W)10" OUT 234.00' (E)(N) 183' - 10" HDPE SEWER, S = 3.22%BY PIPE BURSTING THROUGH EXISTINGSTA. 96+41.48(E) SSMH I06-48RIM = 240.73'10" IN 228.00' (W)6" IN 228.00' (S)10" OUT 227.90' (SE)(E) GRADE(E) 10" CIPP SEWERCONNECT TO (E) SSMHPER ENG. STD. 6610(E) AT&TDUCT BANK(E) 2" GASREMOVE (E)SSMH22022523023524024525025526092+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+75220225230235240245250255260RAMONA DRIVE5HORIZ 1" = 20'VERT 1" = 5'MATCHLINE - STA. 92+75.00: SEE SHEET 4MATCHLINE - STA. 92+75.00: SEE SHEET 40SCALE IN FEET20 40CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNVERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENTHNMGBNFEBRUARY 202210000197APPROVED: [Mo Day, Yr]Page 277 of 984
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40'11.2'14.3'14.5'(N) SSMH 01PER ENG. STD. 661010" IN 226.2010" OUT 226.15*ABANDON (E) 10" VCP SEWER
*ABANDON SSMH J06-50RIM 234.51INV 226.74*ABANDON SSMH J06-58RIM 235.15INV 225.3510" IN 227.00(N) SSMH 02PER ENG. STD. 661010" IN 225.0510" OUT 225.00(E) GAS
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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
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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
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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
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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
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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).
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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 Paleo-
Indian (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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During this period, portable mortars and pestles appeared and the frequency of cobble-core tools
decreased (Jones et al. 2007: 138).
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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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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establishment of the camp led to a dramatic increase in population, and the camp continued
to draw in military families as training activity increased in preparation for World War II
(HRG 2013: 15). Many soldiers permanently settled in San Luis Obispo after returning from the war,
which spurred a need for single-family housing in the 1950s and 1960s (HRG2013: 15). The United
States Census Bureau estimates that, as of July 1, 2017, the population of the city of San Luis Obispo
was 47,541.
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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 hand-
excavated 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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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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Data Recovery Excavation and Reporting
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
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ÃÃ166
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County
Santa
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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
Page 327 of 984
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
Page 328 of 984
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
0100200
FEET
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APPENDIX B
75 PERCENT PROJECT PLANS
Page 330 of 984
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
7of1
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.
DSDS
SS SS
SDSD
SSSS
WW
GG
OO
TT
FOFO
ASAS
AWAW
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 79870BRIAN A . NELS
O
NCIV I L
SIZE & INV
SIZE
ELEV OUT
SS SS
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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
"
H
D
P
E
S
E
W
E
R
,
S
=
7
.
8
3
%
BY OP
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
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
WWWWWWWWWGGGGGGGGGGW 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
WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 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
GGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS
SS SS
SS
GGGGGGGGGGGGGGGGGGWWWWWWW(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 SEWERLUNETA 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 DRIVE2
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
HNVERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENTHN
MG
BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
SEE SHEET 3
Page 332 of 984
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)
(N) 174' - 6" H
D
P
E
S
E
W
E
R
,
S
=
4
.
1
0
%
BY PIPE BUR
S
T
I
N
G
T
H
R
O
U
G
H
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
(N) 113' - 8"
H
D
P
E
S
E
W
E
R
,
S
=
5
.
2
3
%
BY OPEN
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
(N) 3
3
7
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
1
0
.
2
3
%
BY O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
(E) GRADE
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWW 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 GWWWWWWW
WWWWWWWWWWWWWSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S
GGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGG GGGGGGGGGGGGWWWWWW(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
+7000+71STA 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 DRLUNETA 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 SEWER14' 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 DRIVE3
HORIZ 1" = 20'
VERT 1" = 5'MATCHLINE - STA. 83+50.00: SEE SHEET 4MATCHLINE - STA. 83+50.00: SEE SHEET 4SHEET 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
HNVERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENTHN
MG
BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
Page 333 of 984
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
.
1
0
%BY OPEN TRENCHING &
R
E
M
O
V
E
E
X
I
S
T
I
N
G
6
"
V
C
P
S
E
W
E
R
(E) 6" PVC SEWER
(N) 33
7
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
1
0
.
2
3
%
BY O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
E
X
I
S
T
I
N
G
1
0
"
V
C
P
S
E
W
E
R
(E) GRADE
(E) 18" RCP
(E) 2" GAS
(E) 6" AC WATER
(E) AT&T
DUCT BANK
SD
SD
SDSDWWWWWWWWWW W W W W W W W W W W W W W W W W W W
SDSDSDSDSDG G G G G G G G G G G G G G G G G G G G G G G GWWWWWWWW
WWWWWWWWWWTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGGGGGGGGGGGGGGGGGGSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWGGGG(E) 8" VCP SEWER(E) 4" AC WATER(E) 6" AC WATER (E) 6" AC WATER(E) 2" GAS (E) 2" GAS(E) 1
8
"
R
C
P
(E) 18" RCP(E) 18" RCP
(E) 6" PVC SEWER(E) 2" GAS(E) AT&T(E) 6" AC WATER(E) 2" GAS(E) AT&TSTA 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 SEWER00+9000+84 00 +85 00 +86RAMONA DR34'12'13'4'5'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) CHARTERSDSDSDSDWWWW
WWWWW
SSSSSSSS
SS SSWWW
WWWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSDGGGGGGGGGGGGGGGGGGW 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 GGGWSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSSSSSSSS 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 GT T T T T T T T T T T T T TTTTTT(E) 4" AC WATER(E) 6" AC WATER(E) 2" GAS(E) 2" GAS(E) 18" RCP(E
)
1
8
"
R
C
P(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 0014.5'40'STA 71+41.10
(N) SSMH I06-46
RIM = 249.92'15.5'10'RAMONA DR
VERDE DRREMOVE 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
.
9
4
%BY OPEN TRENCHING & RE
M
O
V
E
E
X
I
S
T
I
N
G
1
0
"
V
C
P
S
E
W
E
R
(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 DRIVE4
HORIZ 1" = 20'
VERT 1" = 5'
SEE RIGHTMATCHLINE - STA. 83+50.00: SEE SHEET 3MATCHLINE - STA. 83+50.00: SEE SHEET 3SEE LEFT MATCHLINE - STA. 92+75.00: SEE SHEET 5MATCHLINE - STA. 92+75.00: SEE SHEET 50
SCALE IN FEET
20 400
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
HNVERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENTHN
MG
BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
Page 334 of 984
SD
SD
SD
SD
SD
SDSDSD
WWWWW 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
WWWWW W
T T T T T T T T T T T T T T T T
TTTTTTTT
T
T
T
T
TTTTTTTG G G G G G G G G G G G G G G G G
G
G
G
G
GGGG
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
TTTT
T
T
T
T
T
T
T
T
T T T
GGGGGGGGGWWSS
SS
SS
SS
SS SS SS SS
SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
SS
SSSSSSSSGT
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
TTTTT
T
T
T
T
T
(E) 10" CI WATER
(E) 2" GAS
(E) AT&T
(E) 10"
C
I
W
A
T
E
R
(E) 2" G
A
S
(E) AT
&
T
(E) 10" CI WATER(E) 6" VCP SEWER(E) 2" GAS(E) 18" C
M
P
STA 94+56.87
(N) SSMH I06-47
RIM = 244.49'
STA 96+41.48
(E) SSMH I06-48
RIM = 240.73'
(N) 183'
-
1
0
"
H
D
P
E
S
E
W
E
R
+93 00 +94 00
+95 00
+96 005'10'40'5'22.6'9.4'3'40'RAMONA
D
R
PALOMAR AVEREMOVE 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)
1
0
"
C
I
P
P
S
E
W
E
R15.5'9.5'REMOVE
(E) SSMH
(N) 451' - 10" HDPE SEWER
(N) 451' - 10" HDPE SEWER, S
=
1
.
9
4
%BY OPEN TRENCHING & RE
M
O
V
E
E
X
I
S
T
I
N
G
1
0
"
V
C
P
S
E
W
E
R
STA. 94+56.87
(N) SSMH I06-47
RIM = 244.49'
10" IN 234.10' (W)
10" OUT 234.00' (E)
(N) 183' - 10" HD
P
E
S
E
W
E
R
,
S
=
3
.
2
2
%
BY PIPE BURSTI
N
G
T
H
R
O
U
G
H
E
X
I
S
T
I
N
G
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
S
E
W
E
R
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 DRIVE5
HORIZ 1" = 20'
VERT 1" = 5'MATCHLINE - STA. 92+75.00: SEE SHEET 4MATCHLINE - STA. 92+75.00: SEE SHEET 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
HNVERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENTHN
MG
BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
Page 335 of 984
SD SD SD
SD SD WWWWWWWWWWWWWWWWWWWWWWW 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
WWWWWWWWWT 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
TTTTTTTG 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 GGGGGGGT 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
TTTTTTTTTTTTTSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSTTTT 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 TTTTTT 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 TW W
WWWWWWWWWWWWWWTEL
T
T
T
SSSSSSSSSS SS
SS
TTTTTTTGGGGGTTTTDS DS
DS DS
+104 24+101 00 +102 00 +103 00 +104 00
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) 20" DI WATER(E) 8" CI WATER(E) TELEPHONE40'11.2'14.3'14.5'(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) TELEPHONEPROTECT
(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%
BY OPEN TRENCHING(N) 3' STUB
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 DRIVE6
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
HNVERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENTHN
MG
BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
SEE SHEET 7
*BID ALTERNATIVE "A" IS INDICATED BY ASTERISK*
Page 336 of 984
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 WWWWSSSSSSSSGGGGGGGGGGW 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
WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W
TTTTTTTT T T T T T T T T T T
GGGGGGGGGG G G
TT T T T T T T T T T T T T T T T T
TTTTTTTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SSTTT
TTTTTTTT
TTTTTTTTTTTTTTTG G WWWWWWW 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
WWTEL WSSSSSSSSSSSSSSSSSSSSSSSST
G G G G G GGGGGGGGGTTTTTTTGWWWWWWWWWT T T T T T T T T T
SS
SS
SS
SS
SS
SS
SSSSSSSSSST 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 DRBROAD STMEINECKE AVESTA 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" CI WATER(E) 6" VCP SEWER(E) TELEPHONE
(E) 6" VCP SEWER
(E) 8"
P
V
C
S
E
W
E
R
*ABANDON (E) 1
0
"
V
C
P
S
E
W
E
R
(E) 10" VCP SEWER
(E) 18" CMP
(E) 20" DI WATER
(E) 10" CI WATER*ABANDON (E) 10" VCP SEWER(E) TELEPHONE(E) GAS(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" OUT 223.7010" IN 223.70
8" IN 224.24
(E) SSMH I06-59 TO REMAIN
RIM 232.26
INV 223.8113'(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"
V
C
P
S
E
W
E
R BROAD STREET7
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
HNVERDE/LUNETA/RAMONA/BROAD SEWER REPLACEMENTHN
MG
BN
FEBRUARY 2022
1000019
7
APPROVED: [Mo Day, Yr]
SEWER SLIPLININGA
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*
Page 337 of 984
R EVISED A RCHAEOLOGICAL M ONITORING P LAN
A UGUST 2021
V ERDE/LUNETA/RAMONA S EWER R EPLACEMENT P ROJECT
S AN L UIS O BISPO, C ALIFORNIA
P:\CBZ1801.04A Revised VLR Monitoring Plan\Revised Monitoring Plan_Verde Luneta Ramona.docx (08/27/21)
APPENDIX C
RECORD SEARCH RESULTS
Page 338 of 984
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.
Page 339 of 984
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,
Page 340 of 984
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
SL-03193 1997 Phase 1 & Phase 2 Archaeological
Evaluations of Property at 61 Broad Street,
San Luis Obispo, California
Heritage Discoveries, Inc.Conway, Thor
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
SAICn/a
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)
SAICn/a
SL-04059 2000 Cultural Resources Records Search and
Survey Report for the WS06 Los Osos Re-
route Fiber Optic Connection Corridor, City of
San Luis Obispo, San Luis Obispo County,
CA
Chambers Gorup, Inc.Shepard, Richard
Page 1 of 2 CCoIC 5/7/2020 4:05:29 PM
Page 341 of 984
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
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
Chambers GroupShepard, Richard S. and
Mason, Roger D.
SL-06054 2007 Cultural Resource Investigation of APN 001-
014-014 148 Broad Street, San Luis Obispo
Parker & AssociatesParker, John 40-040099
Page 2 of 2 CCoIC 5/7/2020 4:05:29 PM
Page 342 of 984
SL-03193
[approx loc]SL-03922SL-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 56070
Meters
Legend
Project Location
One-Quarter Mile Radius
Page 343 of 984
SL-04051SL-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 56070
Meters
Legend
Project Location
One-Quarter Mile Radius
Page 344 of 984
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 56070
Meters
Legend
Project Location
One-Quarter Mile Radius
Page 345 of 984
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 56070
Meters
Legend
Project Location
One-Quarter Mile Radius
Page 346 of 984
Primary No.Trinomial
Resource List
Other IDs ReportsTypeAgeAttribute codes Recorded by
P-40-040176 OHP PRN - 3401-0085-0000;
OHP Property Number - 18626;
Other - Delta Tau Fraternity
SL-02651BuildingHistoricHP021983 (Historic Res. Survey Staff,
City of San Luis Obispo)
Page 1 of 1 CCoIC 5/7/2020 4:06:13 PM
Page 347 of 984
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 56070
Meters
Legend
Project Location
One-Quarter Mile Radius
Page 348 of 984
$33(1',;
$33(1',;
$33(1',;&±*(27(&+1,&$/5(32576
Page 349 of 984
November10,2021
Mr.HaiNguyen
CityofSanLuisObispo
919PalmStreet
SanLuisObispoCA93401
PROJECT:CITYOFSANLUISOBISPO
VERDE/LUNETA/RAMONASEWERREPLACEMENTPROJECT
SUBJECT:SubsurfaceConditionsReport–SewerLineReplacementProject
DearMr.Nguyen:
Thepurposeofthisreportandtheattacheddataistosummarizethesubsurfaceconditions
representedbythethreeboringsdrilledonSeptember16,2021onRamonaDriveandBroadStreet
intheCityofSanLuisObispo,California.
1.0 SCOPEOFSERVICES
Thescopeofservicesasrequestedbytheclientincludesthreeborings:twodrilledtoadepthof
approximately15feetandonetoapproximately20feet.BoringsweredrilledusingasixͲinchhollow
stemauger.BoringswereperformedonRamonaDriveandBroadStreet;seetheattachedsitevicinity
mapforportionsofthestreetsincluded.
Itisourintentthatthisreportbeusedexclusivelybytheclientinthepreparationofplansand
specifications.Applicationbeyondthisintentisstrictlyattheuser’srisk.
2.0 FIELDINVESTIGATIONANDLABORATORYANALYSIS
OnSeptember16,2021,threeexploratoryboringsweredrilledonRamonaDriveandBroadStreet
withaMobileBͲ53drillrigequippedwitha6Ͳinchdiameterhollowstemauger,withanautomatic
hammerforsampling.Theboringsweredrilledatthesitetodepthsrangingfromapproximately12.5
to21.5feetbelowtheexistinggroundsurface(bgs).Theapproximatelocationsoftheboringsare
shownontheattachedExplorationLocationMap.
SoilsampleswereobtainedfromthetruckͲmountedboringsusinga2ͲinchoutsidediameterringͲ
linedbarrelsampler(ASTMD3550Ͳ01/07withshoesimilartoD2937Ͳ10);bulksoilsampleswerealso
obtainedfromtheaugercuttings.Aftersamplingwascomplete,theboringswerebackfilledwith
bentoniteandtheaugercuttings.
SoilsencounteredintheboringswerecategorizedandloggedingeneralaccordancewiththeUnified
ClassificationSystemandASTMD2488Ͳ17.Wherebedrockwasencountered,itspropertieswere
describedbaseduponobservationofringand/orStandardPenetrationTestsamples,observationof
theaugercuttings,theeffortrequiredtodrillintothebedrock,andtheeffortrequiredtodrive
samplersintothebedrock.Logsoftheboringsareattached,alongwiththeboringloglegend.In
reviewingtheboringlogsandlegend,thereadershouldrecognizethatthelegendisintendedasa
Page 350 of 984
CityofSanLuisObispoSewerReplacementNovember10,2021
Verde/Luneta/Ramona2
guidelineonly,andthereareseveralconditionsthatmayinfluencethecharacteristicobservedduring
drilling.Theseinclude,butarenotlimitedto,thepresenceofcobblesorboulders,cementation,
variationsinsoilmoisture,presenceofgroundwaterandotherfactors.Italsobenotedthatthe
descriptionsofbedrockmustspanamuchwiderrangeofdensityandstrengthcharacteristicsthan
soilandarerelativetootherbedrockstrata.Forexample,weatheredbedrockmaybedescribedas
“soft,”yetitwillbeconsiderablyharderthanalmostanytypeofsoil.Conversely,aclaysoilmaybe
describedas“hard,”however,itwillnotbenearlyashardaseven“soft,”bedrocksuchasthe
sandstoneencounteredatthesite.Consequently,theloggermustexercisejudgementininterpreting
soilcharacteristics,possiblyresultinginsoildescriptionsthatvaryfromthelegend.
Selectedsamplesfromtheboringsweretestedforbulkdensity(ASTMD2937Ͳ17,modifiedforring
liners)andmoisturecontent(ASTMD2216Ͳ10),RͲvalue(ASTMD2844/D2844M),andmaximum
densityandoptimummoisturecontent(ASTMD1557Ͳ12Modified).Thetestresultsareattached.
SoilsamplesfromBoring2werealsosenttoOECforenvironmentaltestingduetothepast
environmentalmitigationinthearea.ThesetestsallreturnednonͲdetectresults.TheOECtest
reportisalsoattached.
3.0 GENERALSUBSURFACEPROFILE
Boring1wasdrilledneartheintersectionofRamonaDriveandPalomarAvenueandyieldedclayey
materialwithvaryingamountsofsandtothemaximumdepthexploredof16.5feet.Groundwater
wasencounteredinBoring1atadepthof13.5feet.Boring2wasdrilledneartheintersectionof
RamonaDriveandBroadStreetandshowedclayeymaterialsimilartoBoring1todepthsof
approximately7feetovermoderatelyhardtohardsandstoneoftheFranciscanFormationtothe
maximumexploreddepthof21.5feet.Boring3showedleanclaytoadepthof4feetbelowground
surface,andmoderatelyhardtohardsandstonetothemaximumexploreddepthof12.5feet.No
subsurfacegroundwaterwasencounteredinBorings2or3.
Ifyouhaveanyquestionsorrequireadditionalinformation,pleasecontactmeatyourconvenience.
Sincerely,
EarthSystemsPacific
RobertDown,PEAileenFlynn,EIT
PrincipalEngineerStaffEngineer
Attachments:SiteVicinityandExplorationLocationMaps(2Pages)
BoringLogsandLegend(4pages)
GeotechnicalLaboratoryTestReports(4pages)
EnvironmentalLaboratoryTestReports(20pages)
Doc.No.:2111Ͳ052.LTR/pm
Page 351 of 984
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
NOT TO SCALEBASE MAP PROVIDED BY: Google Earth (2021)
SITE
Page 352 of 984
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
B2B1
Page 353 of 984
drafting/masters/Boring Log Legend 062719.dwgUNIFIED 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
Page 354 of 984
DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 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
Page 355 of 984
DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 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
Page 356 of 984
DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 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
Page 357 of 984
CityofSanLuisObispo 304831Ͳ001
Verde,LunetaandRamonaSewer
BULKDENSITYTESTRESULTS ASTMD2937Ͳ17(modifiedforringliners)
October19,2021
BORING DEPTH MOISTURE WET DRY
NO. feet CONTENT,%DENSITY,pcf DENSITY,pcf
16.0Ͳ6.5 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
23.5Ͳ4.0 27.9 123.4 96.5
26.0Ͳ6.5 13.7 127.8 112.5
Page 358 of 984
CityofSanLuisObispo 304831Ͳ001
Verde,LunetaandRamonaSewer
MOISTUREͲDENSITYCOMPACTIONTEST ASTMD1557Ͳ12(Modified)
PROCEDUREUSED:B October19,2021
PREPARATIONMETHOD:Dry Boring#1@0.5Ͳ3.5'
RAMMERTYPE:Mechanical BrownSandyLeanClay(CL)
SPECIFICGRAVITY:2.70(assumed)
SIEVEDATA:MAXIMUMDRYDENSITY:124.7pcf
SieveSize %Retained(Cumulative)OPTIMUMMOISTURE:11.8%
3/4" 0
3/8" 3 ENTEROVERSIZECORRECTIONDATA
#4 33
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
012345678910111213141516171819202122232425DRY DENSITY, pcfMOISTURE CONTENT, percent
Compaction Curve Zero Air Voids Curve
Page 359 of 984
CityofSanLuisObispo 304831Ͳ001
Verde,LunetaandRamonaSewer
MOISTUREͲDENSITYCOMPACTIONTEST ASTMD1557Ͳ12(Modified)
PROCEDUREUSED:A October19,2021
PREPARATIONMETHOD:Dry Boring#3@1.0Ͳ4.0'
RAMMERTYPE:Mechanical BrownSandyLeanClay(CL)
SPECIFICGRAVITY:2.70(assumed)
SIEVEDATA:MAXIMUMDRYDENSITY:120.8pcf
SieveSize %Retained(Cumulative)OPTIMUMMOISTURE:11.1%
3/4" 0
3/8" 0 ENTEROVERSIZECORRECTIONDATA
#4 0
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
012345678910111213141516171819202122232425DRY DENSITY, pcfMOISTURE CONTENT, percent
Compaction Curve Zero Air Voids Curve
Page 360 of 984
CityofSanLuisObispo 304831Ͳ001
Verde,LunetaandRamonaSewer
RESISTANCE'R 'VALUEANDEXPANSIONPRESSURE ASTMD2844/D2844MͲ18
October19,2021
Boring#3@1.0Ͳ4.0' DryDensity@300psiExudationPressure:104.3Ͳpcf
BrownSandyLeanClay(CL) %Moisture@300psiExudationPressure:20.2%
SpecifiedTrafficIndex:5.0 RͲValueͲExudationPressure:9
RͲValueͲExpansionPressure:6
RͲValue@Equilibrium:6
0
10
20
30
40
50
60
70
80
90
0100200300400500600700800R-VALUEEXUDATION 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 2.4COVER THICKNESS BY EXUDATION PRESSURE, ftCOVER THICKNESS BY EXPANSION PRESSURE, ft
EXPANSION PRESSURE CHART
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4 5
6
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8
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VERDE/LUNETA/RAMONA/BROAD
SEWER REPLACEMENT
1 OF 1
0
SCALE IN FEET
800
PROJECT
LOCATION
N
Page 395 of 984
Page 396 of 984