HomeMy WebLinkAboutItem 07 - COUNCIL READING FILE_b_Project Specifications
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Beebee/Cuesta/Loomis Waterline Replacement
Specification No. 1000066
November 2020
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Beebee/Cuesta/Loomis Waterline Replacement
Specification No. 1000066
Approval Date: January 12, 2021
January XX, 2021
January XX, 2021
TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I
BID SUBMISSION ...................................................................................................................................... I
BID DOCUMENTS .................................................................................................................................... II
PROJECT INFORMATION....................................................................................................................... III
QUALIFICATIONS .................................................................................................................................... III
AWARD ..................................................................................................................................................... V
ACCOMMODATION .................................................................................................................................. V
BID FORMS .................................................................................................................... A
BID ITEM LIST FOR BEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT, SPECIFICATION NO.
1000066 ..................................................................................................................................................... A
LIST OF SUBCONTRACTORS ................................................................................................................ D
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ............................................................... E
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE .......................................................... E
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT .................................................................. E
LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................... E
NON-COLLUSION DECLARATION ......................................................................................................... G
BIDDER ACKNOWLEDGEMENTS .......................................................................................................... H
QUALIFICATIONS ...................................................................................................................................... I
ATTACH BIDDER'S BOND TO ACCOMPANY BID .................................................................................. J
SPECIAL PROVISIONS .................................................................................................. 1
DIVISION I GENERAL PROVISIONS ....................................................................................................... 1
1 GENERAL ........................................................................................................................................... 1
2 BIDDING ............................................................................................................................................. 1
4 SCOPE OF WORK ............................................................................................................................. 1
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 2
8 PROSECUTION AND PROGRESS ................................................................................................... 3
DIVISION II GENERAL CONSTRUCTION ............................................................................................... 3
14 ENVIRONMENTAL STEWARDSHIP ............................................................................................... 3
DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 3
77 LOCAL INFRASTRUCTURE ............................................................................................................ 3
DIVISION IX TRAFFIC CONTROL DEVICES......................................................................................... 13
84 MARKINGS ..................................................................................................................................... 13
DIVISION XIII APPENDICES .................................................................................................................. 13
APPENDIX A - FORM OF AGREEMENT ....................................................................... 0
APPENDIX B – PROJECT MITIGATION MEASURES ................................................... 3
APPENDIX C – GEOTECHNICAL REPORT .................................................................. 4
APPENDIX D – SHUTDOWN AREA MAP ...................................................................... 5
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids shall be mailed to the following address:
City of San Luis Obispo
Public Works Administration
Attn: Hai Nguyen
919 Palm Street
San Luis Obispo, CA 93401
Bids delivered in person will not be accepted. All mailed bids must be delivered and in
possession of the project manager by:
2:00 p.m. on February xx, 2020
at which time bids will be publicly opened and read aloud via Skype video conference
and conference call. In-person attendance of the bid opening will not be permitted in
adherence to social distancing measures. Use the following link:
https://meet.lync.com/slocitycloud/achang/tpzqczf6?sl=1 or join by phone with this
number: 1 (209) 645-4165 with Conference ID:219881247.
Beebee/Cuesta/Loomis Waterline Replacement, Specification No. 1000066
Any bid received after the time and date specified will not be considered and will be
returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this
notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all
other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the
bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the
bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive
any informality in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of
work to be done, as shown on the Bid Item List.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
Bids will only be accepted from bidders that are licensed in compliance with the provisions
of Chapter 9, Division III of Business and Professions Code.
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a
responsible contractor whose bid complies with the requirements prescribed. If the
contract is awarded, the contract will be awarded within 60 calendar days after the
opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute
a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the
City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals
A printed copy may be obtained at the office of the City Engineer by paying a non-
refundable fee of:
1. $15.00 if picked up in person, or
2. $25.00 if by mailing to the office of the City Engineer
Request must include Specification Number. The office of the City Engineer is located at:
919 Palm Street
San Luis Obispo, CA 93401
Standard Specifications and Engineering Standards referenced in the Special Provisions
may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
A printed copy may be obtained by paying a non-refundable fee of:
1. $30.00 if picked up in person, or
2. $50.00 if by mailing to the office of the City Engineer
You are responsible to obtain all issued addenda prior to bid opening. Addenda will be
available to download at the City’s website listed above or at the office of the City
Engineer.
Contact the project manager, Hai Nguyen at 805-781-7108 or the Public Works
Department at (805) 781-7200 prior to bid opening to verify the number of addenda
issued.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
You are responsible to verify your contact information is correct on the plan holders list
located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals.
PROJECT INFORMATION
In general, the project consists of the replacement of existing sewerlines and waterlines
by open trenching and horizontal directional drilling.
The project estimated construction cost is $1,720,000
Contract time is established as 80 working days.
The fixed liquidated damages amount is established at $500 per day for failure to
complete the work within the contract time.
In compliance with section 1773 of the Labor Code, the State of California Department of
Industrial Relations has established prevailing hourly wage rates for each type of
workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of
Industrial Relations.
QUALIFICATIONS
You must possess a valid Class A or C34 Contractor's License at the time of the bid
opening.
You and any subcontractors required to pay prevailing wage must be registered
with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor
Code.
You must have experience constructing projects similar to the work specified for this
project. Provide three similar reference projects completed as either the prime or
subcontractor. All referenced projects must have been completed within the last five years
from this project’s bid opening date.
All referenced projects must be for underground pipeline projects of similar size
constructed in the public Right of Way under contract with a city, county, state or
federal government agency as the prime contractor.
One of the three referenced projects must be for waterline replacement by
horizontal directional drilling. If you do not have the necessary horizontal
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
directional drilling experience, you may elect to subcontract that work. If you elect
to subcontract that work, you must submit subcontractor qualifications for one
horizontal directional drilling on the form provided herein.
Two of the three referenced projects must be for an underground waterline project
including service connections.
Failure to provide reference projects as specified in this section and as required on the
qualification form is cause to reject a bid as being non-responsive.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails
to provide a bid that complies with all bidding instructions.
The City reserves the right to reject a responsive bid based on the non-responsibility of
the bidder if the Director of Public Works or Designee finds, after providing notice and a
hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project
in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the
requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive
bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or
may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding
the protest if submitted in compliance to the specified time limits. Anything submitted after
the specified time limit will be rejected and not be considered.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
The Director of Public Works or Designee may request additional information to be
submitted within three days of the request, unless otherwise specified, and will notify the
protester of ruling within ten days of determination.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City
Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will
make public records available upon request.
AWARD
The lowest bidder will be determined using the BID TOTAL.
As a condition to executing a contract with the City, two bonds each equal to one hundred
percent of the total contract price are required in compliance with Section 3-1.05 of the
Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with
the provisions of the Public Contract Code, Section 10263.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact
Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805)
781-7107. Requests should be made as early as possible in the bidding process to allow
time for accommodation.
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these
forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid
forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
4. materials
5. labor
to complete all the required work satisfactorily in compliance with
6. plans
7. specifications
8. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR BEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT,
SPECIFICATION NO. 1000066
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
1 7 TRAFFIC CONTROL PLAN AND
IMPLEMENTATION LS 1 --------------
2 77 POTHOLING LS 1 --------------
3 84 REPLACE TRAFFIC STRIPING &
MARKERS LS 1 --------------
4 7 COMPLY WITH OSHA LS 1 --------------
5 14
COMPLY WITH MITIGATION
MEASURES AND
ARCHAEOLOGICAL
MONITORING PLAN
LS 1 --------------
6 7 COMPLY WITH NIGHT WORK
PERMIT LS 1 --------------
7 6,15 CONSTRUCTION SURVEY AND
MONUMENT PRESERVATION EA 6
8 12 CHANGEABLE MESSAGE SIGN EA 2
9 77 ABANDON WATERLINE, WATER
VALVES AND FACILITIES LS 1 --------------
10* 19 ROCK EXCAVATION CY 100
11 77 8 INCH PVC WATERLINE LF 144
12 77 8 INCH DIP WATERLINE LF 7
BID FORMS
BID FORMS
B
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
13 77 10 INCH DIP WATERLINE LF 12
14 77 12 INCH PVC WATERLINE LF 2480
15 77
12 INCH PVC WATERLINE
(HORIZONTAL DIRECTIONAL
DRILLING)
LF 20
16 77 12 INCH DIP WATERLINE LF 115
17 77
WATERLINE TIE IN AND
APPURTENANCES AT BEEBEE &
SOUTH
LS 1 --------------
18 77
WATERLINE TIE IN AND
APPURTENANCES AT BEEBEE &
BRANCH
LS 1 --------------
19 77
WATERLINE TIE IN AND
APPURTENANCES AT BEEBEE &
SANDERCOCK
LS 1 --------------
20 77
WATERLINE TIE IN AND
APPURTENANCES AT BEEBEE&
HIGH
LS 1 --------------
21 77
WATERLINE TIE IN AND
APPURTENANCES AT HIGH &
BUCHON
LS 1 --------------
22 77
WATERLINE TIE IN AND
APPURTENANCES AT CUESTA &
FOOTHILL
LS 1 --------------
23 77
WATERLINE TIE IN AND
APPURTENANCES AT CUESTA &
CERRO ROMAULDO
LS 1 --------------
24 77
WATERLINE TIE IN AND
APPURTENANCES AT CUESTA &
FELTON
LS 1 --------------
25 77
WATERLINE TIE IN AND
APPURTENANCES AT CUESTA &
HIGHLAND
LS 1 --------------
26 77
WATERLINE TIE IN AND
APPURTENANCES AT LOOMIS &
SANTA YNEZ
LS 1 --------------
27 77
WATERLINE TIE IN AND
APPURTENANCES AT SANTA
YNEZ
LS 1 --------------
28 77 TYPE 1 WATER SERVICE TIE IN EA 3
29 77 TYPE 2 WATER SERVICE TIE IN EA 27
30 77 TYPE 3 WATER SERVICE TIE IN EA 13
BID FORMS
BID FORMS
C
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
31 77 REPLACE EXISTING WATER
METER BOX EA 57
32 77 FIRE HYDRANT EA 5
33 85 BLUE FIRE HYDRANT MARKER EA 5
34 77 ABANDON SEWERLINE,
MANHOLES AND FACILITIES LS 1 --------------
35 77 BYPASS PUMPING LS 1 --------------
36 77
REMOVE EXISTING SEWERLINE
AND INSTALL NEW 10" HDPE
SEWERLINE BY OPEN
TRENCHING
LF 425
37 77
INSTALL NEW 10" HDPE
SEWERLINE BY PIPE REAMING
THROUGH EXISTING SEWERLINE
LF 20
38 77 REMOVE EXISTING MANHOLE
AND INSTALL NEW MANHOLE EA 2
39 77 CONNECT EXISTING SEWER
LATERAL TO SEWER MAIN EA 12
40* 77 RE‐GRADE SEWER LATERAL
BEYOND 5 FEET LF 50
Bid Total $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required
work.
* Bid item exempt from Section 9-1.06 of the Standard Specifications. The unit price will not be adjusted regardless of
the final bid item quantity.
BID FORMS
BID FORMS
D
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the
standard specifications, the Bidder is required to furnish the following information for each
Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list
alternative subcontractors for the same work. Subcontracting must not total more than
fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard
specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars
($10,000) worth of work need not be mentioned. Subcontractors required to pay
prevailing wage, must be registered with the Department of Industrial Relations
pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
BID FORMS
BID FORMS
E
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the
bidder hereby declares under penalty of perjury under the laws of the State of California
that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not
____ been convicted within the preceding three years of any offenses referred to in that
section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in
violation of any state or federal antitrust law in connection with the bidding upon, award
of, or performance of, any public works contract, as defined in Public Contract Code
Section 1101, with any public entity, as defined in Public Contract Code Section 1100,
including the Regents of the University of California or the Trustees of the California State
University. The term "bidder" is understood to include any partner, member, officer,
director, responsible managing officer, or responsible managing employee thereof, as
referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank
spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature
portion constitute signature of this Statement. Bidders are cautioned that making a false
certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under
penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a
proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented
from bidding on, or completing a federal, state, or local government project because of a
violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of
perjury, that no more than one final unappealable finding of contempt of court by a federal
court has been issued against you within the immediately preceding two-year period
because of your failure to comply with an order of a federal court which orders you to comply
with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back
wages or related damages, interest, fines, or penalties pursuant to any final judgment,
order, or determination by a court or any federal, state, or local administrative agency,
including a confirmed arbitration award. Any judgment, order, or determination that is
BID FORMS
BID FORMS
F
under appeal is excluded, provided that the contractor has secured the payment of any
amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state
law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on
the signature portion constitute signature of this Statement and Questionnaire. Bidders are
cautioned that making a false certification may subject the certifier to criminal prosecution.
BID FORMS
BID FORMS
G
NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf
of, any undisclosed person, partnership, company, association, organization, or
corporation; that the bid is genuine and not collusive or sham; that the bidder has not
directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and
has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or
anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has
not in any manner, directly or indirectly, sought by agreement, communication, or
conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any
overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure
any advantage against the public body awarding the contract of anyone interested in the
proposed contract; that all statements contained in the bid are true; and, further, that the
bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof,
or the contents thereof, or divulged information or data relative thereto, or paid, and will not
pay, any fee to any corporation, partnership, company association, organization, bid
depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing
is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________
BID FORMS
BID FORMS
H
BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained
in all contract documents, including the notice to bidders, plans, specifications, special provisions, and
addendum number(s) . (Note: You are responsible to verify the number of
addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary
bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a
mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his
bid will become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration
Date .
The above statement is made under penalty of perjury, and any bid not containing this information "will be
considered non-responsive and will be rejected” by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One: Sole-proprietor Partnership Corporation
List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
BID FORMS
BID FORMS
I
QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this
project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional
information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public
agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public
agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
or did this project include horizontal
directional drilling activity?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
BID FORMS
BID FORMS
J
ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and
_______________________________________________________, AS SURETY, are held and firmly
bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to
said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we
bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by
these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above
bounden ______________________________________________________________________
to construct ___________________________________________________________________
(insert name of street and limits to be improved or project)
dated _____________________ is accepted by the City of San Luis Obispo, and if the above
bounden _______________________________________________________, his heirs, executors,
administrators, successors, and assigns shall duly enter into and execute a contract for such construction and
shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or
legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the
said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null
and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
SPECIAL PROVISIONS
1
SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of
the Standard Specifications. Each special provision begins with a revision clause that
describes or introduces a revision to the Standard Specifications. Any paragraph added
or deleted by a revision clause does not change the paragraph number of the Standard
Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of
Public Works:
1. Beebee/Cuesta/Loomis Waterline Replacement Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards –
2020 edition
3. State of California, Department of Transportation Standard Specifications and
Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-
1.02 of the City of San Luis Obispo’s Standard Specifications.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
2 BIDDING
Replace Section 2-1.33A BID DOCUMENT COMPLETION AND SUBMITTAL, General
with:
Furnish bid using blank forms provided in the Special Provisions. Bid must include all
forms and must be signed by the bidder.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 6, 7, 12, 14, 15, 19, 77, 84 & 85 for general,
material, construction, and payment specifics.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
2
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan
Work within Foothill Boulevard, South Street and High Street is restricted to 7:00 P.M.
and 5:00 A.M. Sunday through Thursday.
Additionally, two (2) changeable message signs (CMS) must be installed and operational
1 week prior to work on South Street and be maintained throughout the duration of the
construction on South Street. Changeable message sign shall be programmed for two
flashes with messages to be approved by the Engineer.
For those areas not restricted, work hours are Monday through Friday between 7:00 a.m.
to 4:00 p.m. at all the affected streets with the exception of tie-ins that would interrupt
water services. Tie-ins must be scheduled for night work with hours to be determined at
the discretion of the Engineer.
Traffic control plans should consider any lane closures based on the following list of
priorities (in order of most desired to least desired option):
1. Restrict parking on one or both sides as necessary in order to maintain two-way
traffic circulation with minimum 10’ travel lanes
2. Two-way circulation with flaggers and minimum 10’ travel lane
3. One-way access and construct portions of the project at night. If night work is
proposed, the night work will be subjected to approval by the City of San Luis
Obispo Community Development.
NIGHT WORK
Night work is permitted separately. Night work shall comply with the restrictions set forth
in the permit by the City of San Luis Obispo Community Development.
Night work is defined as work between the hours of 7:00 P.M. and 7:00 A.M.
Prior to commencing the project, the contractor must notify businesses and residences
within 300 feet of the worksite about proposed night work.
Any portable or fixed equipment that produces noise (such as generators, concrete saws,
jack hammers, etc.) must be equipped with sound blankets, temporary sound barriers, or
other attenuating devices so as to limit impacts to adjoining properties.
When not in use, equipment must be kept in its lowest (quietest) idling state or switched
off to limit noise impacts.
Any portable lighting must be shielded and/or directed away from adjacent properties.
Loudspeakers or other similar forms of communication is prohibited.
SPECIAL PROVISIONS
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3
Contractor will provide lighting for all operations, no exceptions are to be made. Any
contractor personnel working outside the lights will be directed to return to a lighted area
or the operation must be stopped.
All contractor work vehicles, including heavy equipment, backhoes, trenching machines
must have two working headlights and taillights. Vehicles without appropriate lighting will
be kept from working until they are brought to compliance.
Illumination level of 10-foot candles is required for all nighttime operations, which will
normally be achieved with light plants or balloon lights. All lighting fixtures must be
mounted and directed in manner precluding glare to approaching traffic.
Provide traffic control plan and traffic control application at or before the preconstruction
meeting. Traffic control plan must be drawn to scale. Traffic control application may be
obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit.
Permittee is responsible to comply with all conditions of the traffic control plan. Complete
work using due diligence to restore free flowing of traffic.
8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:
Provide a Level 1 schedule for this work.
DIVISION II GENERAL CONSTRUCTION
14 ENVIRONMENTAL STEWARDSHIP
Add to Section 14-2.03A ARCHAEOLOGICAL RESOURCES, General
Archaeological monitoring will be required due to proximity to archaeological sensitive
areas. Monitoring will be performed by a consultant hired by the City. The contractor must
comply with the Project Mitigation Measures approved through ER 10-07 and
Archaeological monitoring plan (Appendix B). Full compensation for conforming to the
requirements of this section shall be included in the lump sum price and no additional
compensation will be allowed, therefore.
DIVISION VIII MISCELLANEOUS CONSTRUCTION
77 LOCAL INFRASTRUCTURE
SPECIAL PROVISIONS
SPECIAL PROVISIONS
4
Add to Section 77-1.03A(3) Groundwater
Groundwater have been encountered within proximity of the site. Float rock may be
substituted for initial backfill when ground water is present per Engineering Standard
6020. Full compensation for removing water or dewatering excavations and backfilling
with float rock is included in the payment for other bid items unless a bid item of work is
shown on the Bid Item List.
Add to Section 77-1.03B(1) TRENCH CONSTRUCTION, General
All abandoned waterlines encountered partially or entirely within the trench section for the
new waterline must be removed and disposed of. The active/abandoned status of all
waterlines has been shown on the plans. The Contractor must notify the City immediately if
any waterline shown as abandoned is found to be active.
If, at any point during the project, a trench is excavated within 5 feet of the wall of the trench,
of an active utility such as a waterline, or any other utility that could potentially break, the
Contractor must provide shoring as necessary to prevent movement of existing lines.
Add to Section 77-1.03D Surface Restoration
Geotechnical borings and potholing indicate that Beebee, Cuesta and Loomis are paved
with 2.25 inches through 7 inches of AC. South, High, Foothill and Highland are paved
with 10 inches through 11 inches of AC.
Repair trench paving on South Street and at the intersection of Beebee and South must
be repaired with 10 inches of AC.
Repair trench paving on High Street and at the intersection of Beebee and High must be
repaired with 10 inches of AC.
Repair trench paving on Foothill Boulevard and at the intersection of Cuesta and Foothill
must be repaired with 10 inches of AC.
Repair trench paving on Highland Drive and at the intersection of Cuesta and Highland
must be repaired with 10 inches of AC.
All other sections of Beebee, Cuesta and Loomis must be repaired with 6 inches of AC.
Add to Section 77-2.02 Materials
Add to 77-2.02B(1) Ductile Iron Pipe
Ductile iron pipe must be fully restrained at all joints. Joint restraint must be achieved with
the use of the following methods:
1. Restrained joint pipe, TR FLEX by US pipe, or approved equal
2. Push-on joint pipe with restraining gaskets is not allowed.
Method and materials of joint restraints must be approved by the ductile iron pipe
manufacturer.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
5
Add to Section 77-2.03H Existing Water Pipes
A complete crew must be available per each water line tie-in. A complete crew must
include, at a minimum, excavation equipment, and operator, and two laborers
experienced in pipeline work. Tie-ins must be completed within four (4) hours from the
time water is turned off until the system is put back into service. Liquidated damages
will be assessed in the amount of $500 per hour for each hour or portion thereof
for which the reinstatements of water supplies are delayed beyond 4 hours.
Replace Section 77-2.03J(4) Pressure with:
All new water facilities must be pressure tested, after water facilities:
1. have been placed and isolated from the existing water system
2. trenches have been backfilled
3. concrete thrust blocks have cured for a minimum of 36 hours
4. have passed disinfection testing
You may pressure test a new water facility against an existing valve that is closed at your
own risk. The existing valve cannot be guaranteed not to leak. If the valve leaks, resulting in
a failed test, you are responsible to modify the new pipe work by adding temporary blow-
offs or other method, approved by the Engineer, to allow the testing to occur at no additional
cost to the City.
If hydrants or blowoffs are not available for expelling air, taps must be made at points of
highest elevation before any tests are made. After tests have been completed, insert plugs
in the pipe taps.
Pressure test new water and recycled water facilities as follows:
1. Pressurize new water facility to 225 psi (minimum of 215 psi and maximum of 235
psi); and
2. Maintain pressure for two hours
Evaluate leakage
3. After steps 1 and 2, pressurize new water facility to 150 psi (minimum of 145 psi
and maximum of 155 psi) for potable facilities and 200 psi (minimum of 195 psi
and maximum of 205 psi) for recycled water facilities; and
4. Maintain pressure for four hours
5. Evaluate leakage
New potable and recycled water facility will not be accepted until the leakage is less than
the number of gallons as determined by the following table:
Allowable Leakage (Gallons)per Joint per Hour
Diameter
(inches) 4” 6” 8” 10” 12” 14” 16” 18” 20” 24”
PVC 0.0067 0.0100 0.0133 0.0167 0.0200 0.0233 0.0267 0.0300 0.0333 0.0400
Ductile
Iron 0.0075 0.0110 0.0148 0.0184 0.0220 0.0258 0.0294 0.0332 0.0368 0.0442
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6
The total allowable leakage is calculated by multiplying the leakage per joint in gallons per
hour for the diameter of the pipe tested as obtained from the above table, by the duration of
the test in hours and the total number of joints.
Total Allowable Leakage (Gallons)
= Allowable Leakage per Joint per Hour × Number of Hours × Number of Joints
The measured leakage must be less than or equal to the total allowable leakage.
ܯ݁ܽݏݑݎ݁݀ ܮ݁ܽ݇ܽ݃݁ ܶݐ݈ܽ ܣ݈݈ݓܾ݈ܽ݁ ܮ݁ܽ݇ܽ݃݁
If the section under test contains joints of various diameters, the allowable leakage will be
the sum of the computed leakage for each size joint.
Remove and replace any defective:
1. pipes
2. fittings
3. valves
4. hydrants, or
5. consumer water services
discovered during pressure test and repeat test.
Add to Section 77-2.03C Fire Hydrant
Existing fire hydrants taken out of service or new fire hydrants, not yet connected to the
water system, or in any way, not ready for service must be designated as out of service.
Out of service hydrants must be covered with a bag for the entire duration each hydrant
is out of service.
Add to Section 77-2.03J(2) Flushing
Discharge of water into a sanitary sewer manhole must not exceed 150 gallons per minute
and only during dry weather conditions and must be properly dechlorinated. Downstream
manholes must be monitored for any surcharging while discharging water into a manhole.
Discharge locations must be coordinate with the Engineer.
Replace Section 77-3.03E Sewer Laterals with:
The Contractor must locate all existing sewer laterals and re-establish all live sewer lateral
connections. Contractor must test all laterals using dye testing to confirm which laterals are
in service (active) and which are dead. Dead or unused sewer laterals must be abandoned
per Engineering Standard 6050. No payment shall be made for laterals that are determined
to be out of service.
The Contractor must provide portable restrooms, one per lateral closed unless an
agreement is reached between the Contractor and affected resident or business that a
portable restroom is not necessary. All agreements must be in writing and a copy given to
the Engineer. Portable restrooms must be placed at a location preferred by the affected
resident or business, and they must be sanitized and cleaned as directed by the Engineer.
SPECIAL PROVISIONS
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7
All portable restrooms must be removed from the public right away or private property at the
end of each working day. The Contractor must immediately notify residents after their active
sewer laterals are opened.
The Contractor must notify affected residents and businesses a minimum of 7 calendar days
prior to installation and give a 24-hour reminder prior to installation. The Contractor must
state in the notification that the owner must not use the sewer system, length of time the
sewer will be unavailable, the contact person, and that a portable restroom with a hand
washing station will be provided for their use during construction. The notification must state
that an ADA accessible restroom will be provided upon request.
Payment for all work necessary to reconnect live sewer laterals to the new sewer line
including re-grading of existing sewer laterals within 5 horizontal feet of point of connection
to new sewer line shall be included in the contract price per connection for bid item “Connect
Existing Sewer Lateral to Sewer Main.” The work necessary to re-grade existing sewer
laterals to align with the new wye, in excess of 5 horizontal feet from the point of connection
to the (N) sewer line, shall be paid by the lineal foot contract price for bid item “Re-grade
Sewer Lateral Beyond 5 Feet.”
Add Section 77-3.03H Horizontal Directional Drilling
77-3.03H(1) Submittal
A. Prior to beginning work, the Contractor must submit to the Engineer a Work plan detailing
the procedure and schedule to be used to execute the Project. The Work plan should include
a description of all equipment to be used, down-hole tools, a list of personnel and their
qualifications and experience (including back-up personnel in the event that an individual is
unavailable), list of subcontractors, a schedule of work activity, a safety plan, including
Material Safety Data Sheets (MSDS) of any potentially hazardous substances to be used,
traffic control plan, an environmental protection plan and contingency plans for possible
problems. Work plan should be comprehensive, realistic and based on actual working
conditions for this particular Project. Plan should document the thoughtful planning required
to successfully complete the Project.
B. The Contractor shall submit a Drilling Fluid Management Plan that includes the following
as a minimum.
1. Rapid response procedures - directional drilling shall be performed by a Contractor
who has the expertise required to perform the related work. The Contractor shall
designate qualified personnel and equipment on the site during directional drilling
operations responsible for monitoring drilling fluid pressure, and watching surface
conditions for visual signs of frac-out. Contractor shall provide immediate response
and initiate containment procedures in the event of an occurrence of a drilling fluid
spill. In the event of a drilling fluid spill or frac-out all drilling activities shall be stopped.
Drill stem shall be removed from the bore hole and the hole abandoned.
2. Containment procedures - sediment control systems such as: silt fence or earth
berms on uplands, and floating silt barriers or other aquatic barriers in water, and
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8
other means necessary to prevent the spread of the drilling fluid spill shall be installed
immediately.
3. Timely cleanup capability - remediation of the lost drilling fluid shall begin
immediately. Cleanup shall include removal of the material from the site by an
approved method, and disposal of the material by an approved method in an
appropriate location as directed by the Engineer.
C. Contractor shall submit Specifications on directional drilling equipment to be used that
demonstrate that the equipment will be adequate to complete the Project. Equipment shall
include but not be limited to: drilling rig, mud system, mud motors (if applicable), down-hole
tools, guidance system and rig safety systems. Calibration records for guidance equipment
shall be included. Specifications for any drilling fluid additives that Contractor intends to use
or might use will be submitted.
D. Specifications on material to be used shall be submitted to Engineer and material shall
include the pipe, fittings, drilling mud, drilling additives and any other item which is to be an
installed component of the Project or used during construction.
77-3.03H(2) Quality Assurance
A. The requirements set forth in this Specification include a wide range of procedural
precautions necessary to ensure that the very basic, essential aspects of a proper directional
bore installation are adequately controlled. Strict adherence shall be required under
specifically covered conditions outlined in this Specification. Adherence to the Specifications
contained herein, or the Engineer's approval of any aspect of any directional bore operation
covered by this Specification, shall in no way relieve the Contractor of their ultimate
responsibility for the satisfactory completion of the Work authorized under the Contract.
B. Drilling Notes: The pipe shall be installed to the exact lines and grades shown on the
plans by a licensed underground utility Contractor, with minimum two years’ experience in
Directional Drilling.
77-3.03H(3) Drilling Fluid (Mud) System – Products
A. Drilling fluid shall be composed of a carrier fluid (water) and drilling fluid additives (drilling
fluid and/or polymers).
B. Drilling fluids used in HDD are capable of:
1. Transporting drill cuttings to the surface by suspending and carrying them in the fluid
stream flowing in the annulus between the borehole wall and the drill pipe/product.
2. Cleaning build-up on drill bits or reamer cutters by directing fluid streams at the
3. Cooling the down-hole tools and electronic equipment.
SPECIAL PROVISIONS
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9
4. Lubricating to reduce the friction between the drill pipe/product pipe and the borehole
wall.
5. Stabilizing the borehole by building a low permeability filter cake, and exerting a
positive hydrostatic pressure against the borehole wall. The filter cake along with
positive hydrostatic pressure reduces collapse of the borehole and prevents
formation fluids (i.e. groundwater) from flowing into the borehole or drilling fluids from
exiting the borehole into the formation (loss of circulation).
6. The Contractor shall provide hydraulic power to the borehole with a down-hole mud
motor.
7. The following fluid properties are to be tested and considered to assure compatibility
between the drilling fluid mixture and the native soil after proper identification and
characterization. These fluid properties are density, viscosity, pH – value, circulation,
volume and solid content.
8. The drilling fluid pressures and flow rates shall be continuously monitored and
recorded by the Contractor at the pump and within the annular space within thirty
(30) feet of the drilling head.
77-3.03H(4) Drilling System
A. The directional drilling machine shall consist of a hydraulically powered system to rotate,
push and pull hollow drill pipe into the ground at a variable angle while delivering a
pressurized fluid mixture to a guidable drill (bore) head. The machine shall be anchored to
the ground to withstand the pulling, pushing and rotating pressure required to complete the
crossing. The hydraulic power system shall be self-contained with sufficient pressure and
volume to power drilling operations. Hydraulic system shall be free of leaks. Rig shall have
a system to monitor and record maximum pull-back pressure during pull-back operations.
The rig shall be grounded during drilling and pull-back operations. There shall be a system
to detect electrical current from the drill string and an audible alarm which automatically
sounds when an electrical current is detected.
B. The drill head shall be steerable by changing its rotation and shall provide the necessary
cutting surfaces and drilling fluid jets.
C. Mud motors shall be of adequate power to turn the required drilling tools.
D. The drill pipe shall be constructed of high quality 4130 seamless tubing, grade D or better
with thread.
77-3.03H(5) Guidance System
A. The method of guidance utilized in locating and steering the pilot string from entry to exit
shall be state of the art. Readings shall be recorded after the advancement of each
successive drill pipe and the readings plotted. Access to all recorded readings and plan and
profile information shall be made available to the Engineer, or his representative at all times.
SPECIAL PROVISIONS
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10
77-3.03H(6) Drilling Fluid (Mud) System
A. A self-contained, closed, drilling fluid mixing system shall be of sufficient size to mix and
deliver drilling fluid composed of drilling fluid clay, potable water and appropriate additives.
Mixing system shall be able to molecularly shear individual drilling fluid particles from the
dry powder to avoid clumping and ensure thorough mixing. The drilling fluid reservoir tank
shall be a minimum of five hundred (500) gallons. Mixing system shall continually agitate
the drilling fluid during drilling operations.
B. Drilling fluid shall be composed of clean water and drilling fluid clay. Water shall be from
an authorized source with a pH of 8.5 - 10. Water of a lower pH or with excessive calcium
shall be treated with the appropriate amount of sodium carbonate or equal. The water and
drilling fluid clay shall be mixed thoroughly and be free of any clumps or clods. No additional
material may be used in drilling fluid without prior approval from Engineer. Contractor is
responsible for provisions to obtain clean water for the fluid.
The Drilling fluid mixture used shall have the minimum viscosities as measured by a March
Funnel:
Rock, Clay - 60 sec.
Hard Clay - 40 sec.
Soft Clay - 45 sec.
Sandy Clay - 90 sec.
Stable Sand - 80 sec.
Loose Sand - 110 sec.
Wet Sand - 110 sec.
These viscosities may be varied to best fit the soil conditions encountered, as approved by
the Engineer.
C. Additives to drilling fluid such as drill soap, polymers, etc. shall be “environmentally safe”
and be approved for such usage. No diesel fuel will be used.
D. The mud pumping system shall have a minimum capacity of 50 GPM and be capable of
delivering the drilling fluid at a constant minimum pressure of 1000 psi. The delivery system
shall have filters in-line to prevent solids from being pumped into the drill pipe. Connections
between the pump and drill pipe shall be leak-free. Used drilling fluid and drilling fluid spilled
during drilling operations shall be contained and properly disposed of. A berm, or equivalent,
shall be maintained around drill rigs, drilling fluid mixing system, entry and exit pits and
drilling fluid recycling system to prevent spills into the surrounding environment. Pumps and
or vacuum truck(s) of sufficient size shall be in place to convey excess drilling fluid from
containment areas to storage and facilities.
77-3.03H(7) Other Equipment
A. Pipe rollers shall be of sufficient size to fully support the weight of the pipe while being
hydro-tested and during pull-back operations. Sufficient number of rollers shall be used to
SPECIAL PROVISIONS
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11
prevent excess sagging of pipe. Rollers shall be used as necessary to assist in pull back
operations and in layout/fusing of material.
B. Hydraulic or pneumatic pipe rammers may only be used if necessary and with the
authorization of the Engineer.
C. Other devices or utility placement systems for providing horizontal thrust other than those
previously defined in the preceding sections shall not be used unless approved by the
Engineer prior to commencement of the Work. Consideration for approval will be made on
an individual basis for each specified location. The proposed device or system will be
evaluated prior to approval or rejection on its potential ability to complete the utility
placement satisfactorily without undue stoppage and to maintain line and grade within the
tolerances prescribed by the particular conditions of the Project.
77-3.03H(8) Execution
A. Contractor to contact the Engineer at least forty-eight (48) hours before each of the
following activities: 1) the setup of a drilling pit, 2) the start of drilling operation, 3) the
installation of service pipe. Upon completion of the pilot hole phase of the operation, a
complete set of as-built records shall be submitted in duplicate to the Engineer. These
records shall include copies of the plan and profile drawing, as well as directional readings
recorded during the drilling operation.
B. The drawings show existing utilities that are believed to be near the directional drill
alignment. There is no guarantee that these utilities are located as shown or that other
utilities may not be present. The Contractor is to field locate existing utilities in advance of
the work so as not to delay work and avoid conflict or disruption of utility services.
77-3.03H(9) Personnel Requirements
A. All personnel shall be fully trained in their respective dut ies as part of the directional drilling
crew and in safety. Each person must have at least two years directional drilling experience.
A competent and experienced supervisor representing the Contractor and Drilling
Subcontractor shall be present at all times during the actual drilling operations. A responsible
representative who is thoroughly familiar with the equipment and type work to be performed,
must be in direct charge and control of the operation at all times. In all cases the supervisor
must be continually present at the job site during the actual directional bore operation. The
Contractor and Subcontractor shall have a sufficient number of competent workers on the
job at all times to insure the directional bore is made in a timely and satisfactory manner.
Personnel who are unqualified, incompetent or otherwise not suitable for the performance
of this Project shall be removed from the jobsite and replaced with a suitable person
immediately at the request of the Engineer.
77-3.03H(10) Drilling Procedure
SPECIAL PROVISIONS
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12
A. Work site as indicated on drawings, within right-of-way, shall be graded or filled to provide
a level working area. No alterations beyond what is required for operations are to be made.
Contractor shall confine all activities to designated work areas.
B. Entire drill path shall be accurately surveyed with entry and exit stakes placed in the
appropriate locations within the areas indicated on Drawings. If Contractor is using a
magnetic guidance system, drill path will be surveyed for any surface geo-magnetic
variations or anomalies.
C. Contractor shall place silt fence between all drilling operations and any drainage, wetland,
waterway or other area designated for such protection by contract documents, state, federal
and local regulations. Additional environmental protection necessary to contain any
hydraulic or drilling fluid spills shall be put in place, including berms, liners, turbidity curtains
and other measures. Contractor shall adhere to all applicable environmental regulations.
Fuel or oil may not be stored in bulk containers within two hundred (200) feet of any water-
body or wetland.
D. Contractor shall adhere to all applicable state, federal and local safety regulations and all
operations shall be conducted in a safe manner. Safety meetings shall be conducted at least
weekly with a written record of attendance and topic submitted to Engineer.
F. Pilot hole shall be drilled on bore path with no deviations greater than five percent of depth
over a length of one hundred (100) feet. In the event that pilot does deviate from bore path
more than five percent of depth in one hundred (100) feet, Contractor shall notify Engineer
and Engineer may require Contractor to pull-back and re-drill from the location along bore
path before the deviation.
G. In the event that a drilling fluid fracture, inadvertent returns or returns loss occurs during
pilot hole drilling operations, Contractor shall immediately cease operations and shall
discuss corrective options with the Engineer, work shall then proceed accordingly.
H. Upon approval of the pilot hole location by the Engineer, the hole enlarging or back
reaming phase of the installation shall begin. The borehole diameter shall be increased to
accommodate the pullback operation of the required size of the pipe. The type of back
reamer to be utilized in this phase shall be determined by the types of subsurface soil
conditions that have been encountered during the pilot hole drilling operation. The reamer
type shall be at the Contractor's discretion with the final hole diameter being a maximum of
twenty (20) percent larger than the outside diameter of the product pipe being installed in
the borehole.
I. The open borehole may be stabilized by means of drilling fluid drilling slurry pumped
through the inside diameter of the drill pipe and through openings in the reamer. The slurry
will also serve as an agent to carry the loose cuttings to the surface through the annulus of
the borehole. These cuttings and drilling fluid slurry are to be contained at the exit hole or
entry side of the directional bore in pits or holding tanks. The slurry may be recycled at this
time for reuse in the hole opening operation or it shall be hauled by the Contractor to an
approved dump site and properly disposed. A complete list of all drilling fluid additives and
SPECIAL PROVISIONS
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13
mixtures to be used in the directional operation will be submitted to the Engineer along with
their respective material safety data sheets.
J. In the event that pipe becomes stuck, Contractor shall notify Engineer. The Engineer,
Contractor, and/or the maintaining agency shall discuss options and then work will proceed
accordingly.
K. Excess pipe shall be removed and the bore hole associated with this excess pipe shall
be filled with flowable fill or grout, unless the area of the excess pipe is excavated and
backfilled as part of the tie-in operations.
77-3.03H(11) Testing
Following successful pull-back of pipe, Contractor will be required to pressure test the new
water pipeline after installation in accordance with Section 77-2.03J “Testing”. Contractor
will be required to pressure test the new sewer pipeline after installation in accordance with
Section 77-3.03G “Testing” and perform a deflection / mandrel test in conformance with the
provisions of Section 77-303G(2) “Deflection” of the Standard Specifications.
77-3.03H(12) Site Restoration
Upon completion, the Contractor shall demobilize equipment and restore the work-site to
original condition. Any noticeable surface defects due to the drilling operation shall be
repaired by Contractor. Open excavations, including bore pits, shall be backfilled with
cement slurry in accordance with Section 77-1.02B “Slurry Cement Backfill (One Sack).”
DIVISION IX TRAFFIC CONTROL DEVICES
84 MARKINGS
Add to Section 84-2.03C Application of Stripes and Markings:
Preformed thermoplastic is only allowed with the approval of the Engineer.
DIVISION XIII APPENDICES
1. Appendix A - Form of Agreement
2. Appendix B – Project Mitigation Measures
3. Appendix C - Geotechnical Reports
4. Appendix D – Shut Down Area Map
APPENDIX
APPENDIX
0
APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis
Obispo, a municipal corporation and charter city, San Luis Obispo County, California
(hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be
performed, shall provide and furnish all of the labor, materials, necessary tools,
expendable equipment, and all utility and transportation services required to complete all
the work of construction of
NAME OF PROJECT, SPEC NO.
in strict compliance with the plans and specifications therefor, including any and all
Addenda, adopted by the Owner, in strict compliance with the Contract Documents
hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished and
said work performed and completed under the direction and supervision and subject to the
approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration
for the faithful performance of this Contract, subject to any additions or deductions as
provided in the Contract Documents, the contract prices as follows:
Item
No.
Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)
1.
2.
3.
BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions
embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra work
which the Contractor may be required to do, or respecting the size of any payment to the
Contractor, during the performance of this Contract, said dispute shall be decided by the
Owner and its decision shall be final, and conclusive.
APPENDIX
APPENDIX
1
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the
following documents, all of which are as fully a part thereof as if herein set out in full, and if
not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2015
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Public Contract Code Sections 10285.1 Statement
8. Public Contract Code Section 10162 Questionnaire
9. Public Contract Code Section 10232 Statement
10. Labor Code Section 1725.5 Statements
11. Bidder Acknowledgements
12. Qualifications
13. Non-collusion Declaration
14. Agreement and Bonds
15. Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal
counsel approved by City, and hold harmless City, its officers, officials, employees and
volunteers from and against all liability, loss, damage, expense, cost (including without
limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation) of every nature arising out of or in connection with the Contractor’s negligence,
recklessness or willful misconduct in the performance of work hereunder or its failure to
comply with any of its obligations contained in this Agreement, except such loss or damage
which is caused by the sole or active negligence or willful misconduct of the City. Should
conflict of interest principles preclude a single legal counsel from representing both the City
and the Contractor, or should the City otherwise find the Contractor’s legal counsel
unacceptable, then the Contractor shall reimburse the City its costs of defense, including
without limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation. The Contractor shall promptly pay any final judgment rendered against the City
(and its officers, officials, employees and volunteers) with respect to claims determined by
a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful
performance. It is expressly understood and agreed that the foregoing provisions are
intended to be as broad and inclusive as is permitted by the law of the State of California
and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim,
charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment,
civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the
Contractor shall not be required to indemnify and hold harmless the City for liability
attributable to the active negligence of City, provided such active negligence is determined
by agreement between the parties or by the findings of a court of competent jurisdiction. In
APPENDIX
APPENDIX
2
instances where the City is shown to have been actively negligent and where the City’s
active negligence accounts for only a percentage of the liability involved, the obligation of
the Contractor will be for that entire portion or percentage of liability not attributable to the
active negligence of the City.
ARTICLE V. It is further expressly agreed by and between the parties hereto that should
there be any conflict between the terms of this instrument and the bid of said Contractor,
then this instrument shall control and nothing herein shall be considered as an acceptance
of the said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this
year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Derek Johnson, City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________
By:________________________________
J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
APPENDIX
APPENDIX
3
APPENDIX B – PROJECT MITIGATION MEASURES
May 2020
ARCHAEOLOGICAL MONITORING PLAN
BEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT PROJECT
SAN LUIS OBISPO, CALIFORNIA
SPECIFICATION NO. 1000066
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. CBZ1801.02
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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 ..................................................................................................... 5
Precontact ..................................................................................................................................... 5
Ethnohistory .................................................................................................................................. 6
History ........................................................................................................................................... 7
CONSTRUCTION MONITORING PLAN .......................................................................... 9
Monitoring Personnel ................................................................................................................... 9
Monitoring Procedures ................................................................................................................. 9
Unanticipated Discoveries ........................................................................................................... 10
Human Remains .......................................................................................................................... 10
Native American Monitoring ....................................................................................................... 10
Report of Findings ....................................................................................................................... 11
ARCHAEOLOGICAL SITE TESTING ............................................................................... 12
Fieldwork ..................................................................................................................................... 12
Laboratory Analysis ..................................................................................................................... 13
Sites Not Eligible for the California Register ............................................................................... 13
Sites Eligible for the California Register ...................................................................................... 13
REFERENCES ............................................................................................................. 15
TABLES
Table A: Chronological Sequence of the California Central Coast .......................................................... 5
APPENDICES
A: PROJECT FIGURES
B: 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 Beebee/Cuesta/Loomis Waterline 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 archaeological monitoring plan (Plan) for the City of San Luis Obispo (City) for
the Beebee/Cuesta/Loomis Waterline Replacement Project (project). The project is along Beebee
Street (between South Street and High Street), Cuesta Drive (between Foothill Boulevard and
Highland Drive), and Loomis Street (at the corner of Loomis Street and Santa Ynez Avenue) in San
Luis Obispo, California (Figures 1–3c, provided in Appendix A). 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
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
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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 project involves the replacement of approximately 2,450 linear ft of existing waterline on
Beebee Street, Cuesta Drive, and Loomis Street. Construction activities will include excavation (via
trenching) to remove existing waterline, installation of new pipelines, backfilling/closing the trench,
and replacing asphalt. Archaeological monitoring at certain locations will be required during
excavation activities. According to project plans provided by the City (Appendix B), excavation
activities are anticipated to range to a depth of approximately 6 ft to 8 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 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:
• 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.
• California Historical Landmarks (OHP 1996).
• California Points of Historical Interest (OHP 1992).
• Five Views: An Ethnic Historic Site Survey for California (OHP 1988).
• California Inventory of Historic Resources (OHP 1976).
The following sections discuss results of the record search (CCIC Record Search 20-106; Appendix C),
separated by street within the overall project site.
Beebee Street
The record search results indicate that 28 cultural resources studies have included either the Beebee
Street project site or a 0.25-mile radius around the Beebee Street project site. Of these 28 studies, 6
have included a portion of the Beebee Street project site: archaeological survey reports (4);
archaeological monitoring (1; Singer et al. 1993); and an architectural and historical field study (1).
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No cultural resources have been recorded within the project site on Beebee Street as a result of
previous cultural resources studies. Two historic-period archaeological sites have been recorded
within 0.25-mile of the Beebee Street project site: P-40-2423 (a surficial historic-period midden in
the front yard of a house) and P-40-2564 (a buried refuse dump discovered in the walls of a
monitoring trench). One of the resources on the Resource List for Beebee Street is identified as a
historic-period building and site (P-40-2013), but the site record only discusses the building and does
not contain any mention of a historic-period archaeological site (Singer and Stewart 2000). Eight
additional cultural resources are within 0.25-mile of the Beebee Street project site; all eight of these
resources are historic-period buildings.
Cuesta Drive
The record search results indicate that six cultural resources studies have included either the Cuesta
Drive project site or a 0.25-mile radius around the Cuesta Drive project site. Of these six studies, two
have included a portion of the Cuesta Drive project site; both of these studies were archaeological
surveys.
No cultural resources have been recorded within the Cuesta Drive project site. One (1) historic-
period linear archaeological site has been recorded within 0.25-mile of the Cuesta Drive project site:
P-40-2858 (a segment of State Route 1). Two additional cultural resources are within 0.25 mile of
the Cuesta Drive project site; both of these resources are historic-period buildings.
Loomis Street
The record search results indicate that nine cultural resources studies have included either the
Loomis Street project site or a 0.25-mile radius around the Loomis Street project site. Of these nine
studies, two have included a portion of the Loomis Street project site: both of these studies were
archaeological surveys (one of which had an associated archaeological monitoring plan prepared for
the project).
No cultural resources have been recorded within the Loomis Street project site or the 0.25-mile
radius of the Loomis Street project site. One built environment cultural resource has been recorded
within 0.25-mile of the Loomis Street project site (P-40-40157, the Milestone Motel Inn).
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, but is required for portions of the project site as described below. Monitoring requirements are
discussed below, separated by street within the overall project site (Appendix A, Figures 3a–3c).
Beebee Street
Archaeological monitoring is not required during construction activities on Beebee Street, as prior
trenching along the entire street has been monitored with negative findings for archaeological
cultural resources (Singer et al. 1993) and the street is not within 200 ft of a creek or archaeological
site.
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Cuesta Drive
While only the portion of Cuesta Drive between Foothill Boulevard and Cerro Romauldo Avenue is
identified as an archaeologically sensitive area by the City, archaeological monitoring is required for
construction activities along the entire length of the Cuesta Drive project site. No previous
subsurface cultural resources studies have included the Cuesta Drive project site or the 0.25-mile
radius of the Cuesta Drive project site, and the earliest study within the 0.25-mile search radius of
the Cuesta Drive project site was conducted in 1997, long after buildings in the vicinity were
developed and evidence of surficial cultural resources would have been removed. As such, there is
potential for subsurface archaeological resources within the trench that will be excavated for
waterline work (including the sidewalls of the trench).
Loomis Street
Archaeological monitoring is required for construction activities along the entire length of the
Loomis Street project site. A lack of subsurface studies within the Loomis Street project site record
search area, combined with the location of the project within 200 ft of San Luis Obispo Creek,
indicates a potential for subsurface archaeological resources within the trench that will be
excavated for waterline work (including the sidewalls of the trench).
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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.
1 cal B.P. is calibrated years before present.
Source: Jones et al. (2007)
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 millingslabs,
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
Millingstone 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.
Singer, Clay A. and Susan Stewart
2000 State of California Department of Parks and Recreation Site Form for P-40-002013. On file,
Central Coast Information Center, University of California, Santa Barbara.
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Singer, Clay. A., John E. Atwood, and Jay D. Frierman
1993 It Came from Beneath the Streets: An Archaeological Report on the Expansion of the City
of San Luis Obispo Wastewater Treatment System. On file, Central Coast Information
Center, University of California, Santa Barbara (Accession No. SL-2529).
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APPENDIX A
PROJECT FIGURES
Figure 1: Project Vicinity
Figure 2a: Beebee Street Project Location
Figure 2b: Cuesta Drive Project Location
Figure 2c: Loomis Street Project Location
Figure 3a: Beebee Street Project Site and Monitoring Area
Figure 3b: Cuesta Drive Project Site and Monitoring Area
Figure 3c: Loomis Street Project Site and Monitoring Area
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Project Locations
SOURCE: Esri (2019)
I:\CBZ1801.02\GIS\MXD\Figure 1_ProjVicnity_All.mxd (5/15/2020)
FIGURE 1
Beebee/Cuesta/Loomis Waterline Replacement
Project Vicinity
LEGEND
Beebee Street Project Location
Cuesta Drive Project Location
Loomis Street Project Location
0 3 6
MILES
Project LocationsProject Locations
Project Location
SOURCE: USGS 7.5' Quad., San Luis Obispo, CA (1994) and Pismo Beach, CA (1994)
I:\CBZ1801.02\GIS\MXD\Figure 2a_BeebeeStreetProjLocation.mxd (5/15/2020)
FIGURE 2a
Beebee/Cuesta/Loomis Waterline Replacement
Beebee Street Project Location
LEGEND
Project Location
0 1000 2000
FEET
Project Location
SOURCE: USGS 7.5' Quad. San Luis Obispo, CA (1994)
I:\CBZ1801.02\GIS\MXD\Figure 2b_CuestaRoadProjLocation.mxd (5/15/2020)
FIGURE 2b
Beebee/Cuesta/Loomis Waterline Replacement
Cuesta Road Project Location
LEGEND
Project Location
0 1000 2000
FEET
Project Location
SOURCE: USGS 7.5' Quad., San Luis Obispo, CA (1994) and Lopez Mountain, CA (1993)
I:\CBZ1801.02\GIS\MXD\Figure 2c_LoomisProjLocation.mxd (5/15/2020)
FIGURE 2c
Beebee/Cuesta/Loomis Waterline Replacement
Loomis Street Project Location
LEGEND
Project Location
0 1000 2000
FEET
SOURCE: Bing Maps, 2020
I:\CBZ1801.02\GIS\MXD\Figure 3a_BeebeeStreetProjSite.mxd (5/15/2020)
FIGURE 3a
Beebee/Cuesta/Loomis Waterline Replacement
Beebee Street Project Site and Monitoring Area
LEGEND
Project Location
Project Site (No Archaeological Monitoring)
0 62.5 125
FEET
SOURCE: Bing Maps, 2020
I:\CBZ1801.02\GIS\MXD\Figure 3b_CuestaRoadProjSite.mxd (5/15/2020)
FIGURE 3b
Beebee/Cuesta/Loomis Waterline Replacement
Cuesta Drive Project Site and Monitoring Area
LEGEND
Project Location
Project Site (Archaeological Monitoring Required)
0 100 200
FEET
SOURCE: Bing Maps, 2020
I:\CBZ1801.02\GIS\MXD\Figure 3c_LoomisProjSite.mxd (5/15/2020)
FIGURE 3c
Beebee/Cuesta/Loomis Waterline Replacement
Loomis Street Project Site and Monitoring Area
LEGEND
Project Location
Project Site (Archaeological Monitoring Required)
0 50 100
FEET
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APPENDIX B
PROJECT PLANS
Sheets 4-61.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.CONTRACTOR SHALL VERIFY DEPTH, LOCATION, SIZE AND MATERIAL OF PIPE AT ALLTIE-INS. WATERLINE ALIGNMENT AND GRADE SHALL BE ADJUSTED AS NEEDED BASED ONTHE FINDINGS. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE, FITTINGSADAPTERS, THRUST BLOCKS AS NEEDED TO ACCOMPLISH THE TIE-IN.5.CONTRACTOR SHALL PROVIDE TEMPORARY BLOW-OFFS, CONNECTIONS, VALVES, ETC. ASNEEDED TO FACILITATE TESTING, DISINFECTING AND FLUSHING OF NEW PIPELINE.6.CONTRACTOR SHALL ASSUME ALL EXISTING WATER VALVES ARE UNRESTRAINED.7.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. 9040.8.THE CONTRACTOR MUST REPLACE ALL PAVEMENT STRIPES, MARKINGS, AND MARKERSDISTURBED DURING CONSTRUCTION. ALL STRIPING IS PER STATE STANDARD PLANS ANDPER PER ENGINEERING STANDARD SPECIFICATION 84-1.01A.9.THERE SHALL BE NO FITTINGS ON ANY OF THE SERVICE LINES REGARDLESS OF PIPEMATERIAL BETWEEN THE MAIN AND THE WATER METERS UNLESS SHOWN ON ENG. STD.6210.10.THE CONTRACTOR MUST PROVIDE SHORING AS NECESSARY TO PREVENT MOVEMENT OFTHE EXISTING WATERLINE. ANY MATERIAL THAT FALLS INTO THE TRENCH FROM THESURROUNDING AREA SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.11.SHORING IS REQUIRED WHEN NEW WATER MAIN IS INSTALLED WITHIN 5 FEET OF (E)TRANSITE WATER MAIN.12.ALL MECHANICAL JOINT FITTINGS AND CONNECTION COUPLINGS MUST HAVE RESTRAINTS13.PIPE INSTALLATION AND CROSSINGS MUST BE PER ENG. STD. 6110, 6140A AND 4140B.CENTER NEW PIPE OVER CROSSING.14.PIPE MUST BE INSTALLED IN COMPLIANCE WITH ENG. STD. 6020. PIPE INSTALLED WITH LESSTHAN 3 FEET OF COVER MUST BE INSTALLED WITH SLURRY TRENCH BACKFILL INCOMPLIANCE WITH ENG. STD. 6020.15.SEWER MAIN WITH LESS THAN 1% SLOPE MUST BE INSTALLED WITH 3/4" CRUSHED ROCK ASBEDDING AND INITIAL BACKFILL. SEE ENG. STD. 6020, NOTE 10 FOR ADDITIONALREQUIREMENTS.16.CONNECT EXISTING VCP SEWER MAIN TO NEW MANHOLE WITH PVC STUB AND RC STRONGBACK COUPLINGS17.CONNECT EXISTING HDPE SEWER MAIN TO NEW MANHOLE WITH HDPE STUB AND FUSEDCOUPLINGS OR BUTT FUSION.18.CONNECT EXISTING PVC SEWER MAIN TO NEW MANHOLE WITH PVC STUB AND PVCCOUPLINGS.19.ALL PIPE LENGTHS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGALL PIPE LENGTHS.20.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.NReference Documents:City Standard Specifications - 2020 EditionCity Engineering Standards - 2020 Editionindex to planssheet no.descriptionsan luis obispo county, californiaSTATE OF CALI
FOR
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R EGISTER
E
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PROFESSIONAL ENGINEERCIVILM
A
TTHEW A. HORNNo. C 63611APPROVED BYSPECIFICATION NO.DATESHEETMatthew A. Horn, City Engineer R.C.E. C63611 Approved Date1000066FILE NO./LOCATION12345678COVER SHEETBEEBEE STREETBEEBEE STREETCUESTA DRIVECUESTA DRIVECUESTA DRIVELOOMIS STREETCONNECTION DETAILS8of1BEEBEE/CUESTA/LOOMISWATERLINE REPLACEMENTNOVEMBER 2020Sheet 7Sheet 2 & 3DEAD OR UNUSED SEWER LATERAL, VERIFY CONDITION. ABANDON INPLACE IF DEAD, UNUSED, OR CAPPED.CONNECT SEWER LATERALS PER ENG. STD. 6810.(E) STORM DRAIN(E) SEWER(E) WATER(E) GASDUDUSSSSSDSDSSSSWWGG(E) OIL(E) TELEPHONE(E) FIBER OPTICABANDONED SEWERABANDONED WATEROOTTFOFOASASAWAW213##(E) WATER METER BOX TO BE REPLACED. REPLACE CUSTOMER VALVE, WATERMETER (SIZE AS SHOWN), CITY VALVE AND ALL FITTINGS PER ENG. STD. 6210.INSTALL CAP OR PLUGINSTALL THRUST BLOCK - SIZE AS NEEDEDINSTALL WATER VALVE PER ENG. STD. #6340(E) SURVEY MONUMENT - REPLACE IF DAMAGED OR DESTROYED. SEEGENERAL NOTE 7.(E) SURVEY MONUMENT - PROTECT IN PLACEDETAIL NUMBERSHEET NUMBER(E) METER BOX TO REMAINCONNECT (E) WATER SERVICE TO NEWMAIN PER ENG. STD. #6220, TYPE 1.REPLACE (E) WATER SERVICE AND CONNECTTO NEW MAIN PER ENG. STD. #6210.REPLACE (E) WATER SERVICES AND ALLFITTINGS PER ENG. STD. #6260.SIZE & INVSIZEELEV OUTSEWER MANHOLE FLOW DIAGRAMSCHEMATIC. TROUGH VARIES WITH PIPELAYOUT. ARROWS INDICATE FLOW DIRECTION.INSTALL (N) FIRE HYDRANT ASSEMBLY PER ENG. STD. #6310. FIRESERVICE SEPARATION PER DETAIL 12, SHEET 8.
STOP
STOPASASASASASASASASSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWGGGGGGGGGGGWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWDUDUDUDUSSSSSSSSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWTTTTTTTTTTTTTTTTTTTAWAWWWWWWWWWWWWGGGGGGGGGGGGWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDUDUDUDUSSSSDUDUWWWWWWWWWGGGGGGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO(E) 36" PVC SEWER18" PVC STORM(E) 33" RCP STORM (1965)(E) 6" GAS(E) 12" VCP SEWER(E) 10" GAS(E) 10" GAS(E) 2" GAS(E) 21" RCP STORM (1965)(E) 36" PVC SEWERABANDON (E) 8" VCP SEWER(E) 6" GAS(E) 21" RCP STORM (1965)(E) 10" PVC WATER(E) 12" DI WATER(E) 36" PVC SEWER(E) 2" GASABANDON (E) 12" DI WATERABANDONED 12" SEWER(E) 12" PVC SEWER(E) 8" PVC WATERABANDONED 4" CI WATER(E) 3" GAS(E) 12"x18" CMP(E) 18" RCP(E) 6" VCP SEWER(E) 18"
R
C
P
(E) 12" RCPABANDON (E) 8" VCP SEWER(E) 12" DI WATERABANDON (E) 10" CI WATERABANDON (E) 10" CI WATER182840'10'10'(N) 12" PVC WATER(N) 12" PVC WATERBEEBEE STSOUTH ST205193216621742192198217921592138212021262134211521252131213721395'4'5'6'
40'
10'10'5'4'5'6'WWREMOVE (E) FIRE HYDRANT PERENG. STD. 6050 AND REPLACEAT BACK OF WALK PER CITYENG. STD. 6310 (6" DIA.)ABANDON (E) WATERLINEPER ENG. STD. 60501(N) 1" SERVICE
(E) 3/4" COPPER2
(N) 2" SERVICE
(E) 1" COPPER3(N) 2" SERVICE(E) 1" COPPER3
(N) 2" SERVICE
(E) 1" COPPER 3(N) 2" SERVICE
(E) 1" COPPER 31"
1"
5/8
1"
5/85/8
3/4
1"BRANCH ST(N) FIRE HYDRANT PER CITYENG. STD. 6310 (6" DIA.)(E) TELEABANDON (E)WATERLINE PERENG. STD. 6050(E) TELEPHONE(E) 2" GAS+1000+1100+1200+1300+1400+15(N) 2" SERVICE
(E) 1" COPPER 33/4
5/8
(E) 1" COPPER
5/8
5/8
5/8
ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO (E) 36" PVC SEWER.RIM 166.71INV 156.70RIM 168.61INV 157.21RIM 166.20INV 158.92ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO (E) 36" PVC SEWER.ABANDON (E) SSMHPER ENG. STD. 6050RIM 167.63INV 159.70WATERLINECONNECTIONPER DETAIL 1,SHEET 8(N)1,000 LF 12" C900 PVC WATER(CLASS 305 DR-14)WATERLINE CONNECTIONPER DETAIL 2, SHEET 8(E) 3" GAS(E) 33" RCP(E) 12" RCP(E) GRADE3' MIN.(N) 1,000 LF 12" C900 PVC WATER(CLASS 305 DR-14)(E) 4" TELE(E) 18" RCP(E) 2" GAS(E) 10" GAS(E) TELEDUCT BANK1.0'MIN.1.0'MIN.6"6"FULLY RESTRAINED PIPEDOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSSTATION 11+90 TO 13+10NO JOINTS WITHIN 8' OFSTORM DRAIN CROSSING.BACKFILL WITH 1 SACKSLURRY AT CROSSINGNO JOINTS WITHIN 8' OFSTORM DRAIN CROSSING.BACKFILL WITH 1 SACKSLURRY AT CROSSING.DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSSTATION 14+25 TO 14+65(N) 45°MJXMJFULLY RESTRAINED WATERLINESTATION 9+77 TO 10+376"9+509+7510+0010+2510+5010+7511+0011+2511+5011+7512+0012+2512+5012+7513+0013+2513+5013+7514+0014+2514+5014+7515+001501551601651701751801501551601651701751800SCALE IN FEET2040NBEEBEE STREET2CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT
HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 15+00.00: SEE SHEET 3 MATCHLINE - STA. 15+00.00: SEE SHEET 3
HORIZ1" = 20'VERT 1" = 4'
STOPSTOPGGGASASASASASASGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWAWAWAWAWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG(E) 30" PVC SEWER18" RCP (E) 36" PVC SEWERABANDON (E) 8" VCP SEWER(E) 3" GAS(E) 21" RCP STORM (1965)(E) 36" PVC SEWER(E) 3" GAS(E) 18" RCP STORM (1925)(E) 8" CI WATER(E) 6" VCP SEWER(
E
)
1
2
"
RC
P
(E) 8" VCP SEWER(E) 8" VCP SEWER(E) 6" PVC SEWER(E) 42" RCP (1979)(E) 8" CI WATERABANDON (E) 10" CI WATER(E) 12" RCP(E) 12" RCP
(E) 24" RCP(E) 3" GASABANDONED (E) 8" VCP SEWERABANDON (E) 10" CI WATERABANDON (E) 10" CI WATER384840'(N) 12" PVC WATER(N) 12" PVC WATERBEEBEE STSANDERCOCK ST2110205201620262044209220520917417520192029204120912103210525610'10'5'4'5'6'
40'
10'5'7'9'9'ABANDON (E)WATERLINE PERENG. STD. 6050(N) 1" SERVICE(E) 3/4" PE2
(N) 1" SERVICE
(E) 3/4" PE2
(N) 1" SERVICE
(E) 3/4" COPPER2
(N) 1" SERVICE
(E) 3/4" COPPER2 (N) 1" SERVICE(E) 1" COPPER 2(N) 2" SERVICE(E) 1" COPPER 3(N) 1" SERVICE(E) 1" COPPER 2(N) 1" SERVICE(E) 3/4" COPPER 2(N) 2" SERVICE
(E) 1.5" COPPER 2(N) 1" SERVICE
(E) 1" COPPER 23/4
1.5
5/8
3/4
5/8
3/45/8
HIGH ST(E) 6" VCP SEWERBUCHON ST+00+1600+1700+1800+1900(E) 24" RCP(N) 1" SERVICE
(E) 3/4" COPPER 258(N) 12" DIP WATER(E) 3" GAS(E) 6" CI WATER5/85/8
5/8
5/8
(N) 1" SERVICE
(E) 3/4" COPPER 25/85/8+2000+2100ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO (E) 36" PVC SEWER.RIM 166.23INV 157.80ABANDON (E)WATERLINE PERENG. STD. 6050ABANDON (E) SSCOPER ENG. STD. 6050RIM 166.02INV 161.20WATERLINECONNECTION PERDETAIL 4, SHEET 8(E) 6" GAS(E) 6" PVC SEWER(N)1,000 LF 12" C900 PVC WATER(CLASS 305 DR-14)(E) 12" RCP3' MIN.WATERLINE CONNECTIONPER DETAIL 3, SHEET 8(E) GRADE6"1.0'MIN.1.0'MIN.(N) 45°MJXMJ(N) 45°MJXMJFULLY RESTRAINED PIPEDOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSSTATION 15+50 TO 16+75FULLY RESTRAINED PIPEDOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSSTATION 19+00 TO 19+70NO JOINTS WITHIN 8' OFSTORM DRAIN CROSSING.BACKFILL WITH 1 SACKSLURRY AT CROSSING(N) 45°MJXMJ(N)1,000 LF 12" C900 PVC WATER(CLASS 305 DR-14)16016517017516016517017515+0015+2515+5015+7516+0016+2516+5016+7517+0017+2517+5017+7518+0018+2518+5018+7519+0019+2519+5019+7520+0020+2516016517017516016517017519+5019+7520+0020+2520+5020+7521+0021+2521+50WATERLINECONNECTION PERDETAIL 4, SHEET 8WATERLINECONNECTION PERDETAIL 4, SHEET 8WATERLINECONNECTION PERDETAIL 5, SHEET 86" MIN.6"30" MIN.(E) 10" CI WATER6"(E) 8" CI WATER(E) 18" RCP12" RCP(E) 8" VCP SEWER(E) 3" GAS(N) 12 LF 10" DIP WATER(CLASS 350)(N) 45°MJXMJ(N) 45°MJXMJFULLY RESTRAINED PIPEDOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGS(E) GRADE(N) 7 LF 8" DIPWATER(CLASS 350)(N) 115 LF 12" DIP WATER(CLASS 350)NO JOINTS WITHIN 8' OFSEWER CROSSING(E) 30" PVC SEWER0SCALE IN FEET2040BEEBEE STREET3CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT
HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 15+00.00: SEE SHEET 2 MATCHLINE - STA. 15+00.00: SEE SHEET 2
HORIZ1" = 20'VERT 1" = 4'NHIGH STREET
STOPSTOPSTOPSTOP
STOP
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGOOOOOOOOOOOOOOOOOOOSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWWWWWWWWWWWWWWWWWSSSSSSSSGGGGGGGGGGWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDUDUSSSSSSSSSSSSSSGGGGGGGGGGWWWG(E) 12" PVC SEWER(E) 10 PVC SEWERABANDONED 6" OIL(E) 12" CI WATER(E) 12" CI WATER(E) 10" VCP SEWER(E) 10" VCP SEWER(E) 6" GAS(E) 8" PVC SEWER(E) 2" GAS(E) 8" PVC WATER(E) 6" VCP SEWERABANDONED (E) 6" CI WATER(E) 5'X18' DOUBLE
RECTANGULAR
CHANNEL
(E) 3" GASABANDON (E) 6" VCP SEWER6878+3000+3100+3200+3300+3400+3500CUESTA DRFOOTHILL BLVDROMAULDO AVEABANDON (E) 6" AC WATER(N) 12" PVC WATERABANDON (E) 6" AC WATER(N) 12" PVC WATER5'10'5'5.5'8.5'
34'
5'10'5'5.5'34'+70484241401521681881111231411531955102612288.5'WREMOVE (E) FIRE HYDRANT PERENG. STD. 6050 AND REPLACE PERCITY ENG. STD. 6310 (6" DIA.)ABANDON (E) WATERLINEPER ENG. STD. 6050(N) 2" SERVICE(E) 1" COPPER3(N) 1" SERVICE
(E) 3/4" COPPER2
(N) 1" SERVICE
(E) 3/4" COPPER2 (N) 1" SERVICE(E) 1" PE 2(N) 1" SERVICE(E) 3/4" COPPER 2(N) 2" SERVICE
(E) 1" COPPER 35/8
5/8
5/8
5/8
5/8
5/8
5/8
5/8 1"5/8 ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINESTA 30+22.03(N) SSMH I06-23RIM = 248.95'STA 34+71.08(N) SSMH I06-10RIM = 249.59'(N) 445' - 10" HDPE SEWERREMOVE AND REPLACESSMH I06-23PER ENG. STD. 661012" OUT 240.658" IN 240.8510" IN 240.75REMOVE AND REPLACESSMH I06-10PER ENG. STD. 66106" IN 242.558" IN 242.5510" OUT 242.455/8
(N) 2" SERVICE
(E) 1" COPPER3 (N) 1" SERVICE
(E) 3/4" PE 2(E) 2" GASWATERLINE CONNECTIONPER DETAIL 6, SHEET 8WATERLINE CONNECTIONPER DETAIL 7, SHEET 83' MIN.(E) 5'X18' DOUBLERECTANGULARCHANNELSTA. 30+22.03(N) SSMH I06-23RIM = 248.95'10" IN 240.75' (W)10" IN 240.85' (N)12" OUT 240.65' (E)STA. 51+78.67(N) SSMH I06-10RIM = 249.59'8" IN 242.55' (N)6" IN 242.55' (E)10" OUT 242.45' (S)(E) 3" GAS(E) GRADEABND 6"OIL3' MIN.FULLY RESTRAINED WATERLINESTATION 30+08 TO 30+68FULLY RESTRAINED WATERLINESTATION 34+60 TO 35+00DOUBLE POLYETHYLENE WRAP ALL WATERLINE JOINTSSTATION 32+05 TO 32+75(N) 205' - 10" HDPE SEWER, S = 0.36%BY OPEN TRENCHING & REMOVE (E) 8" VCP SEWER(N) 205' - 10" HDPE SEWER, S = 0.36%BY OPEN TRENCHING & REMOVE (E) 8" VCP SEWER(N)1,250 LF 12" C900 PVC WATER(CLASS 305 DR-14)1.0' MIN.(N) 220 LF 12" C900 PVC WATER (CLASS 305 DR-14)BY OPEN TRENCHING(N) 20'-12" C900WATER BY HDD(N) 20'-12" HDPE(CLASS 305 DR-14)SEWER BY PIPEREAMING (E) 8"VCP SEWERSTA. 32+28.70
INV: 241.59
(N) 1250 LF 12" C900 PVC WATER (CLASS 305 DR-14)BY OPEN TRENCHINGSTA. 32+48.70
INV: 241.6630+0030+2530+5030+7531+0031+2531+5031+7532+0032+2532+5032+7533+0033+2533+5033+7534+0034+2534+5034+7535+0035+2535+502352402452502552602652352402452502552602650SCALE IN FEET2040CUESTA DRIVE4HORIZ1" = 20'VERT 1" = 5'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT
HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 35+50.00: SEE SHEET 5 MATCHLINE - STA. 35+50.00: SEE SHEET 5N
STOPSTOPSTOPSSSSSSSSSDSDSDSDSDSDSDSDSDWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSAWAWWWGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGWWWW(E) 8" PVC SEWER(E) 2" GAS(E) 8" PVC SEWER(E) 2" GASABANDONED (E) 4" CI WATER(E) 2" GAS(E) 6" VCP SEWER(E) 8" PVC WATERABANDONED (E) 4" CI WATER(E) 8" PVC WATER(E) 24" RCP SD88+3600+3700+3800+3900+4000+41FELTON WAYCUESTA DRABANDON (E) 6" AC WATER(N) 12" PVC WATERABANDON (E) 6" AC WATER(N) 12" PVC WATER5'10'8.5'34'10.7'
5'8.5'5.8'14.7'28830232433849132133750527425823622826134'ABANDON (E) WATERLINEPER ENG. STD. 6050(E) 2" COPPER1
(N) 1" SERVICE
(E) 3/4" COPPER2
(N) 1" SERVICE
(E) 3/4" COPPER2 (N) 2" SERVICE(E) 1" COPPER 32"
5/8
5/8
3/4
5/85/8
3/4
3/4
5/8
5/8
5/85/8
45° MJxMJFITTINGS(N) 2" SERVICE(E) 1" COPPER 3(N) 2" SERVICE
(E) 1" COPPER 3(N) 2" SERVICE
(E) 1" COPPER 3(N) 1" SERVICE
(E) 3/4" COPPER 2(N)1,500 LF 12" C900 PVC WATER(CLASS 305 DR-14)WATERLINE CONNECTIONPER DETAIL 8, SHEET 83' MIN.(E) 6" VCP SEWER(E) GRADEFULLY RESTRAINED WATERLINESTATION 40+25 TO 41+001.0'MIN.35+5035+7536+0036+2536+5036+7537+0037+2537+5037+7538+0038+2538+5038+7539+0039+2539+5039+7540+0040+2540+5040+7541+002402452502552602652702402452502552602652700SCALE IN FEET2040CUESTA DRIVE5HORIZ1" = 20'VERT 1" = 5'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT
HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 41+00.00: SEE SHEET 6 MATCHLINE - STA. 41+00.00: SEE SHEET 6
MATCHLINE - STA. 35+50.00: SEE SHEET 5 MATCHLINE - STA. 35+50.00: SEE SHEET 5
N
STOP
STOPSTOPSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDUSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO(E) 2" GAS(E) 8" PVC SEWER(E) 24" RCP SD(E) 8" PVC SEWER(E) 18" HDPE SD(E) 18" HDPE SD(E) 6" VCP SEWER(E) 2" GAS(E) 8" AC WATER(E) 8" AC WATER(E) 6" VCP SEWER(E) 2" GAS98+00+4200+4300+4400+4489CUESTA DRHIGHLAND DR(E) 12" PVC WATERABANDON (E) 6" AC WATER(E) 12" PVC WATERABANDON (E) 6" AC WATER34'10'
34'
7'49241843250642343545544744849151851050512'
12'
6'6'
9'6'ABANDON (E) WATERLINEPER ENG. STD. 6050(N) 1" SERVICE(E) 3/4" COPPER2(N) 1" SERVICE(E) 3/4" COPPER2(N) 1" SERVICE(E) 3/4" COPPER2
(N) 1" SERVICE
(E) 1" COPPER2 (N) 1" SERVICE(E) 3/4" COPPER 2(N) 1" SERVICE(E) 3/4" COPPER 2(N) 1" SERVICE
(E) 3/4" COPPER 25/8
5/8
5/8
5/8
5/8 5/85/8
(N) FIRE HYDRANT PER CITYENG. STD. 6310 (6" DIA.)WATERLINECONNECTION PERDETAIL 9, SHEET 8(N)1,500 LF 12" C900 PVC WATER(CLASS 305 DR-14)3' MIN.(E) 6" VCP SEWER(E) 18" HDPE SD(E) GRADE(E) 2" GAS1.0'MIN.6"1.0'MIN.FULLY RESTRAINED WATERLINESTATION 40+35 TO 40+9525025526026527027528025025526026527027528041+0041+2541+5041+7542+0042+2542+5042+7543+0043+2543+5043+7544+0044+2544+5044+7545+0045+2545+500SCALE IN FEET2040CUESTA DRIVE6CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT
HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 41+00.00: SEE SHEET 5 MATCHLINE - STA. 41+00.00: SEE SHEET 5
HORIZ1" = 20'VERT 1" = 4'N
3153203253303353403153203253303353409+9010+0010+2510+5010+7511+0011+2511+50(N) 144 LF 8" C900 PVC WATER(CLASS 305 DR-14)(E) 18" RCP(E) DUCT BANKWATERLINECONNECTION PERDETAIL 10, SHEET 8WATERLINE CONNECTIONPER DETAIL 11, SHEET 8(E) GRADE1.0'MIN.(E) DUCT BANK6"MIN.6"MIN.3' MIN.(N) 45°MJXMJ(E) 8" VCP SEWER(N) 11.25°MJXMJNO JOINTS WITHIN 8' OFSTORM DRAIN CROSSING.BACKFILL WITH 1 SACKSLURRY AT CROSSINGFULLY RESTRAINED PIPE3' MIN.DOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSSTATION 10+50 TO 10+90STOP GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOUPUPWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWWWGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSSSSSSSSABANDONED 14" STEEL WATER(E) 6" VCP SEWER(E) 2" GAS(E) 18" RCP(E) 6" VCP SEWER(E) 6" VCP SEWER(E) 24" HDPE(E) DUCT BANK(E) GUARDRAIL(N) 8" PVC WATER
SANTA YNEZ AVENUELOOMIS STREET+10 00 +1050+1100(N) 8" PVC WATER(E) DUCT BANKABANDONED 14" CI WATER(E) 16" PVC WATER(E) 16" PVC WATEREDGE OF PAVEMENT5'±10811845° MJxMJFITTINGS(E) 8" PVC WATERREMOVE (E)VALVES3/4
(E) 1" COPPER1REMOVE (E) 4" PVC WATER AND INSTALL (N) 8" PVC WATERRESTORE (E) SIDEWALK, CURB &GUTTER PER ENG. STD. 4110 & 40300SCALE IN FEET1020LOOMIS STREET7CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT
HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]HORIZ 1" = 10'VERT 1" = 2'N
WATERLINE CONNECTION DETAILS8CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT
HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]NTSNTS REFERENCE SHEET 2BEEBEE & SOUTH1NTS REFERENCE SHEET 3BEEBEE & HIGH4NTS REFERENCE SHEET 2BEEBEE & BRANCH2NTS REFERENCE SHEET 3BEEBEE & SANDERCOCK3LEGENDFLANGEFLANGED COUPLING ADAPTERRESTRAINED MECHANICAL JOINTTRANSITION COUPLINGNTS REFERENCE SHEET 4CUESTA AND FOOTHILLNTS REFERENCE SHEET 6CUESTA & HIGHLAND9NTS REFERENCE SHEET 4CUESTA & CERRO ROMAULDO7NTS REFERENCE SHEET 5CUESTA & FELTON8NTS REFERENCE SHEET 7LOOMIS & SANTA YNEZ610NTS REFERENCE SHEET 7SANTA YNEZ11(E) FIRE SERVICE(N) WATER(N) 45° MJxMJ(N) 45° MJxMJPROVIDE JOINT RESTRAINT WITHIN 20' OF NEW 45° FITTINGS(N) FIRE SERVICE2" MIN.(N) WATER(N) 45°MJxMJ(N) 45°MJxMJNOTES:1.EXISTING FIRE SERVICES MUST BE MAINTAINED DURING CONSTRUCTION.2.MAY WEST FITTINGS MAY BE USED TO ACHIEVE THE REQUIRED CLEARANCE.NTS REFERENCE SHEETS 2 THRU 7FIRE SERVICE SEPARATION12(N) 12 PVC WATER(N) 12"x12"x12" TEEFLGxFLGxFLG(N) 12" GATE VALVEFLGxMJ(E)8" PVC WATER
8" GATE VALVEFLGxMJ(N) 12" PVC WATER(N) 12"x12"x8" TEEFLGxFLGxFLGABANDON (E) 8" PVC WATER ABANDON (E) 10" CI WATERABANDON (E) 10" CI WATERABANDON (E) 8" CI WATER ABANDON (E) 10" CI WATERABANDON (E) 10" CI WATER(E) 12" DI WATER
(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(E) 12" CI WATER(N) 12"x12"x12" TEEFLGxFLGxFLG(N) 12"TRANSITIONCOUPLING(N) 12 PVC WATER
ABANDON (E) 6" AC WATER(E)8" PVC WATER
(N) 8" GATE VALVEFLGxMJ(N) 12" DI WATER(N) 12"x12"x8" TEEFLGxFLGxFLGABANDON (E) 8" PVC WATER ABANDON (E) 6"AC WATERABANDON (E) 6"AC WATER(N) 12" GATE VALVEFLGxMJ(N) 8" PVC WATER
(N) 8" GATE VALVEFLGxMJ(N) 12" DI WATER(N) 12"x12"x8"x8" CROSSFLGxFLGxFLGxFLG(N) 12" GATE VALVEFLGxMJ(E)8" PVC WATER(E)8" PVC WATER
ABANDON (E) 6" AC WATER(N) 8" TRANSITIONCOUPLING(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(E) 8" AC WATER (N) 12"x12"x12" TEEFLGxFLGxFLG(N) 8"TRANSITIONCOUPLINGABANDON (E) 6" AC WATER(N) 8" PVC WATER (N) 12"x8" REDUCER(N) 8" PVC WATER
(E) 16" PVC WATER(E) 16" PVC WATERHOT TAP (N) 8" WATERPER ENG. STD. 6330(N) 8" PVC WATER(E) 8" PVC WATERINSTALL 8"TRANSITIONCOUPLING(N) 12" PVC WATER (E) 12" DI WATERABANDON (E)12" DI WATER(N) 12"x12"x12" TEEMJxMJxFLG(N) 12" GATE VALVEFLGxMJ(N) 12"X10" REDUCER(N) 12" GATE VALVEFLGxMJ(N) 12" GATE VALVEFLGxMJ(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(E)8" CI WATER
8" GATE VALVEFLGxMJ(N) 12" PVC WATER(N) 12"x12"x8" TEEFLGxFLGxFLG(N) 12" GATE VALVEFLGxMJ(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(N) 20 LF - 12" DIP WATER(N) 12" PVC WATER(N) 12" DIP WATER(E) 8" CI WATER(N) 12"x12"x12" TEEFLGxFLGxFLG(N) 12" GATE VALVEFLGxMJ(N) 45° FLGxMJ(N) 45°FLGxMJABANDON (E) 10" CI WATER(N) 12" GATE VALVEFLGxMJABANDON (E) 10" CI WATER(N) 6" PVC WATER(N) 12" DIP WATER(N) 45° MJxMJ(N) 10" DIP WATER(N) 45° FLGxMJ(N) 6" GATE VALVEFLGxMJ(E) 6" CI WATER(N) 12" GATE VALVEFLGxMJABANDON (E) 10" CI WATERABANDON (E) 10" CI WATER(N) 12"X10" REDUCER(N) 10" GATE VALVEFLGxFLG(N) 12"X6" REDUCER(N) 8" DIP WATER(N) 12" GATE VALVEFLGxFLG(E) 10" CI WATER(N) 12" GATE VALVEFLGxMJ(N) 12" DI WATER(N) 12" GATE VALVEFLGxMJ(N) 12" DI WATER(N) 12" GATE VALVEFLGxMJ(E) 8" AC WATER
(N) 8" GATE VALVEFLGxMJ(N) 8" GATE VALVEFLGxMJ(N) 12"x8" REDUCER(N) 8" GATE VALVEFLGxMJNTS REFERENCE SHEET 3HIGH AND BUCHON7(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(E) 12" DI WATER(N) 12 PVC WATER SEE RIGHTSEE LEFT(N) 45° MJxMJ(N) 12" TRANSITION COUPLING(N) 12" PVC WATER(N) 12"X8" REDUCER(N) 12"x12"x12" TEEFLGxFLGxFLG(N) 10" GATE VALVEFLGxMJ(E) 10" PVC WATER
A RCHAEOLOGICAL M ONITORING P LAN
M AY 2020
B EEBEE/CUESTA/LOOMIS W ATERLINE R EPLACEMENT P ROJECT
S AN L UIS O BISPO, C ALIFORNIA
P:\CBZ1801.02 - Beebee_Cuesta_Loomis Archeo MP\Monitoring Plan\Monitoring Plan_BeebeeCuestaLoomis.docx (05/20/20)
APPENDIX C
RECORD SEARCH RESULTS
5/1/2020
Kerrie Collison
LSA
285 South Street, Suite P
San Luis Obispo, CA 93401
Re: Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
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 ☐ shapefiles ☐ hand-drawn maps ☐ none
Resources within project area: 0
Resources within ¼ mi. radius: 17: See resource list
Reports within project area: 7: See report list
Reports within ¼ mi. radius: 36: See report list
Resource Database Printout (list): enclosed ☐ not requested ☐ nothing listed
Resource Database Printout (details): enclosed ☐ not requested ☐ nothing listed
Resource Digital Database Records: ☐ enclosed not requested ☐ nothing listed
Report Database Printout (list): enclosed ☐ not requested ☐ nothing listed
Report Database Printout (details): enclosed ☐ not requested ☐ nothing listed
Report Digital Database Records: ☐ enclosed not requested ☐ nothing listed
Resource Record Copies: enclosed ☐ not requested ☐ nothing listed
Report Copies: ☐ enclosed not requested ☐ nothing listed
OHP Historic Properties Directory: enclosed ☐ not requested ☐ nothing listed
Archaeological Determinations of Eligibility: ☐ enclosed ☐ not requested nothing listed
The following sources of information are available at http://ohp.parks.ca.gov/?page_id=28065. Some of
these resources used to be available through the CHRIS but because they are now online, they can be
accessed directly. The Office of Historic Preservation makes no guarantees about the availability,
completeness, or accuracy of the information provided through the sources listed below.
California State Lands Commission Shipwreck Database Caltrans Historic Bridge Inventory
U.S. Geological Survey Historic Topographic Maps Rancho Plat Maps
National Park Service National Register of Historic
Places Nominations
Natural Resource Conservation Service
Soil Survey Maps
US Bureau of Land Management General Land Office
Records
California Historical Landmarks Listing
(by county)
Five Views: An Ethnic Historic Site Survey for California
(1988)
Historical Soil Survey Maps
Please forward a copy of any resulting reports from this project to the office as soon as possible. Due to
the sensitive nature of archaeological site location data, we ask that you do not include resource location
maps and resource location descriptions in your report if the report is for public distribution. If you have
any questions regarding the results presented herein, please contact the office at the phone number listed
above.
The provision of California Historical Resources Information System (CHRIS) data via this records
search response does not in any way constitute public disclosure of records otherwise exempt from
disclosure under the California Public Records Act or any other law, including, but not limited to, records
related to archeological site information maintained by or on behalf of, or in the possession of, the State
of California, Department of Parks and Recreation, State Historic Preservation Officer, Office of Historic
Preservation, or the State Historical Resources Commission.
Due to processing delays and other factors, not all of the historical resource reports and resource records
that have been submitted to the Office of Historic Preservation are available via this records search.
Additional information may be available through the federal, state, and local agencies that produced or
paid for historical resource management work in the search area. Additionally, Native American tribes
have historical resource information not in the CHRIS Inventory, and you should contact the California
Native American Heritage Commission for information on local/regional tribal contacts.
Should you require any additional information for the above referenced project, reference the record
search number listed above when making inquiries. Requests made after initial invoicing will result in
the preparation of a separate invoice.
Thank you for using the CHRIS.
Sincerely,
Brian Barbier
Coordinator
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
SL-00128 1980 Nelson Property on South Street none givenDills, Charles
SL-00304 1979 Higuera Street Widening Project, San Luis Obispo None givenDills, C.
SL-00339 1981 Archaeological Element of Environmental Impact Report for the San Luis Obispo Creek Modification Study
None givenGibson, R.
SL-00356 1981 Archaeological Survey of Highway 101 Median between P.M. 37.2 and 29.1, San Luis Obispo County, CA
none givenChuck Smith
SL-00435 1981 Archaeological Survey Report for a Proposed Bridge Replacement and Stream Channel Revision Project in the City of San Luis Obispo
Archaeological SpecialistEnvironmental Planning BranchDepartment of TransportationDistrict 5 - San Luis Obispo
Haley, B.40-000914
SL-00437 1981 Archaeological Survey Along Highway 101, From Marsh Road. South to Approximately .5 miles South of Madonna Road.
None givenSmith, C.
SL-00719 1986 A Cultural Resources Assessment of Selected Study Areas within the City of San Luis Obispo
Archaeological Advisory GroupJames Brock and Richard J. Wall 40-000064, 40-000124, 40-000914
SL-02363 1993 Inventory of Cultural Resources for the Water Reclamation Project, City of San Luis Obispo, CA.
none givenGibson, Robert O.40-000030, 40-000044, 40-000064, 40-000124, 40-000400, 40-000785, 40-000891, 40-000914, 40-001262, 40-001406, 40-001419, 40-001427, 40-001449, 40-001493
SL-02529 1993 It Came From Beneath the Streets: An Archaeological Report on the Expansion of the City of San Luis Obispo Wastewater Treatment System
C.A. Singer and Associates, Inc.Clay A. Singer, John E. Atwood, and Jay D. Frierman
40-001449
SL-02529A 1993 Appendix A: Soil Profiles from Archaeological Monitoring of the Sewerline Trenches, Appendix B: Site Record Form for CA-SLO-1449H (removed)
C.A. Singer and Associates, Inc.none given
Page 1 of 5 CCoIC 4/30/2020 11:40:08 AM
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
SL-02651 1983 Completion Report: Historic Resources Survey City of San Luis Obispo Cultural Heritage Committee (CHC)
None given 40-040033, 40-040051, 40-040056, 40-040057, 40-040058, 40-040059, 40-040060, 40-040061, 40-040062, 40-040063, 40-040064, 40-040065, 40-040066, 40-040067, 40-040068, 40-040069, 40-040070, 40-040072, 40-040073, 40-040074, 40-040075, 40-040076, 40-040077, 40-040078, 40-040079, 40-040080, 40-040081, 40-040082, 40-040083, 40-040084, 40-040085, 40-040086, 40-040087, 40-040088, 40-040089, 40-040090, 40-040091, 40-040092, 40-040093, 40-040094, 40-040095, 40-040096, 40-040097, 40-040098, 40-040099, 40-040100, 40-040101, 40-040102, 40-040103, 40-040104, 40-040105, 40-040106, 40-040107, 40-040108, 40-040109, 40-040110, 40-040111, 40-040112, 40-040113, 40-040114, 40-040115, 40-040116, 40-040117, 40-040118, 40-040119, 40-040120, 40-040121, 40-040122, 40-040123, 40-040124, 40-040125, 40-040126, 40-040127, 40-040128, 40-040129, 40-040130, 40-040131, 40-040132, 40-040133, 40-040134, 40-040135, 40-040136, 40-040137, 40-040138, 40-040139, 40-040140, 40-040141, 40-040142, 40-040143, 40-040144, 40-040146, 40-040147, 40-040148, 40-040149, 40-040150, 40-040151, 40-040152, 40-040153, 40-040154, 40-040155, 40-040156, 40-040157, 40-040158, 40-040159, 40-040160, 40-040161, 40-040163, 40-040164, 40-040165, 40-040166, 40-040167, 40-040168, 40-040169, 40-040170, 40-040171, 40-040172, 40-040173, 40-040174, 40-040175, 40-040176, 40-040177, 40-040178, 40-040179, 40-040180, 40-040181, 40-040182, 40-040183, 40-040184, 40-040185, 40-040186, 40-040187, 40-040188
Page 2 of 5 CCoIC 4/30/2020 11:40:08 AM
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
SL-02651A 1983 Appendices: Glossary of Common Architectural Terms, Criteria for Building Evaluation
City of San Luis ObispoNone given
SL-02651B 1983 Appendices: Master Inventory of Historic Resources and Districts List, Survey Target Map, Conservation Area Map
City of San Luis Obisponone given
SL-02651C 1983 State Forms and District Entries, City Council Resolutions City of San Luis Obisponone given
SL-02651D 1983 Completion Report: Historic Resources Survey Volume 2 (survey information and DPR 523 forms for areas within each of the three proposed districts) (DPRs removed)
City of San Luis ObispoNone given
SL-02651E 1983 Completion Report: Historic Resources Survey Volume 3 (survey information and DPR 523 forms for areas not in one of the three proposed districts) (DPRs removed)
City of San Luis Obisponone given
SL-03393 1998 Phase 1 Archaeological survey of a commercial propery at 34 South Street in the City of San Luis pbispo
C.A. Singer & Associates, Inc.C.A. Singer
SL-03714 1979 Architectural/Historical Survey of Higuera Street, San Luis Obispo, California None givenGebhardt, D. and Weiss, L.
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-03934 1999 Cultural Resources Inventory Report for Williams Communications, Inc. Fiber Optic Cable Installation Project, San Luis Obispo to Bakersfield Volume I
Jones and Stokes AssociatesDana McGowan 40-000587, 40-001559, 40-002493, 40-041327
SL-03934A 1999 Appendix A. Cultural Resource Monitoring Plan Jones & Stokes Associatesnone given
SL-03934B 1999 Appendix B Native American Contacts; Appendix C Cultural Resource Site Record Forms (removed)
Jones & Stokes Associatesnone given
SL-03935 1999 An Archaeological Surface Survey of HASLO Property, Pacific & Carmel Streets, San Luis Obispo, CA
Heritage DiscoveriesConway, Thor
Page 3 of 5 CCoIC 4/30/2020 11:40:08 AM
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
SL-04070 2000 Survey for proposed construction of noise barrier on a portion of Route 101 in the city of San Luis Obispo
None GivenT. Wheeler, T. Joslin, and K. Wilson
SL-04138 2000 Cultural resources survey and impact assessment for a residnetial property at 461 Islay St in the city of San Luis Obispo, San Luis Obispo County, California
C.A. Singer and Associates, Inc.Singer, Clay A.40-002013
SL-04351 2001 Cultural Resource Survey and Impact Assessment for the City of San Luis Obispo Mid-Higuera Street Widening Project, San Luis Obispo County, CA
C.A. Singer & AssociatesHannahs, Todd and Singer, Clay A.40-041105, 40-041106
SL-04567 2001 An Archaeological Survey of the Alcatel Project Area, South Street, San Luis Obispo, California
Heritage Discoveries, Inc.Conway, T.
SL-05006 2003 Cultural Resources Survey and Impact Assessment for a 2.9 Acre Propety at 215 Bridge Street in the City of San Luis Obispo, San Luis Obispo County, California
C.A. Singer & Associates, Inc.Clay A. Singer 40-041146
SL-05798 2006 Archaeological Resources Inventory for Water Line Replacement at Three Locations on Morro Street, Broad Street, and Bianchi Lane in San Lusi Obispo, California (Project No, 90535)
Applied Earth Works, Inc.Baloian, R.
SL-06152 2008 Archaeological Monitoring for the Water Improvement Project (Spec. No. 90694), San Luis Obispo, California
Applied EarthWorks, Inc.Baloian, Randy.
SL-06433 2008 Historic Resource Evaluations for the Lee Parsons House #40-041202: 1204 Nipomo Street, APN 003-521-01 and Rudolph Cordova House #40-041201: 464 Buchon Street APN 003-613-012
Bertrando & Bertrando Research ConsultantsBertrando, Betsy
SL-06519 2010 Archaeological Assessment and Historical Evaluation of the Former San Luis Obispo 1 Manufactured Gas Plant Site, San Luis Obispo, CA.
Applie EarthWorks, Inc.Morlet, Aubrie and Price, Barry A.40-000914, 40-002423, 40-041225, 40-041226
SL-06524 2010 Archaeological Resource Inventory of the Former PG&E Substation at 251 Pacific Street in San Luis Obispo, San Luis Obispo County, CA.
Applied Earthworks, Inc.Linder, M., Morlet, A., and Price, Barry A.
Page 4 of 5 CCoIC 4/30/2020 11:40:08 AM
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
SL-07078 2014 Archaeological Monitoring for City of San Luis Obispo Water Line Replacement Projects 90535 and 90640, San Luis Obispo County, California
Applied EarthWorksRandy M. Baloian and Keith Warren 40-000064, 40-001419
SL-07078A 2014 Specimen Catalogs Applied EarthWorksnone given
SL-07078B 2014 Lithic Analysis Protocols Applied EarthWorksnone given
SL-07369 2018 Archaeological Monitoring Report for San Luis Obispo-1 Manufactured Gas Plant Post-Remediation Soil Gas Vapor Well Boring.
Applied EarthWorks, Inc.Simone M. Schinsing
SL-07552 2012 Survey and Evaluation of Cultural Resources for the South Street Aparttnents Affordable Housing Project, San Luis Obispo, California
Rincon ConsultantsKevin Hunt, James Steely, Leroy Laurie, and Robert Ramirez
Page 5 of 5 CCoIC 4/30/2020 11:40:08 AM
SL-04070[approx loc]
SL-04351[approx loc]
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 1 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-05798
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 2 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-00356SL-03922SL-03922
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 3 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-03934
SL-03934
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 4 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-02529
SL-06524
SL-06524
SL-03393
SL-05006
SL-00128
SL-00435
SL-04138
SL-06433
SL-07552
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 5 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-07078
SL-03935
SL-04567
SL-06519
SL-00437
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 6 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-06152
SL-00339
SL-07369
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 7 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-03714
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 8 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-02651
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 9 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-00719
SL-00719
SL-00719
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 10 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
SL-00304
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 11 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
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One-Quarter Mile Radius
SL-02363
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 12 of 12 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
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Primary No.Trinomial
Resource List
Other IDs ReportsTypeAgeAttribute codes Recorded by
P-40-002013 CA-SLO-002013H SL-04138Building, Site Historic HP02 2000 (C.A. Singer, S. Stewart, C.A. Singer & Associates, Inc.)
P-40-002423 CA-SLO-002423H Other - MHWP-Q1; Other - 292 Higuera Street SL-06519SiteHistoricAH042004 (Marc Linder, Garcia and Associates); 2005 (Marc Linder, Garcia and Associates)
P-40-002564 CA-SLO-002564 Other - MK-1, South Street Refuse Dump Site Historic AH04 2007 (Mark Kile, Applied EarthWorks)
P-40-040070 OHP PRN - 3401-0005-0039; OHP Property Number - 18490; Other - Walters Home, Osborne Home
SL-02651HistoricHP021983 (Historic Res. Survey Satff, City of San Luis Obispo)
P-40-040072 OHP PRN - 3401-0005-0041; OHP Property Number - 18492; Other - Railey Home
SL-02651BuildingHistoricHP021983 (Historic Res. Survey Staff, City of San Luis Obispo)
P-40-040073 OHP PRN - 3401-0005-0042; OHP Property Number - 18493 SL-02651BuildingHistoricHP02
P-40-040130 OHP PRN - 3401-0038-0000; OHP Property Number - 18580; Other - Loomis Feed Company Warehouse/Pacific Coast Railroad Station
SL-02651HistoricHP061983 (Historic Res. Survey Staff, City of San Luis Obispo)
P-40-040131 OHP PRN - 3401-0039-0000; OHP Property Number - 18581; Other - H.H. Planing Mill/San Luis Planing Mill
SL-02651BuildingHistoricHP061983 (Historic Res. Survey Staff, City of San Luis Obispo)
P-40-040179 OHP PRN - 3401-0088-0000; OHP Property Number - 18629; Other - Old Gas Works
SL-02651BuildingHistoricHP091983 (Historic Res. Survey Staff, City of San Luis Obispo)
P-40-040658 OHP PRN - 3401-0101-0000; OHP Property Number - 18651; Other - Chinese American Cemetery, Mobile Home Park
Building Historic HP40 1980 (Dr. Nancy Wey, Chinese American Survey)
P-40-041146 Other - 215 Bridge Street SL-05006BuildingHistoricHP022003 (Clay A. Singer, C.A. Singer & Associates)
P-40-041225 Other - San Luis Obispo Manufacuted Gas Plant (Old Gas Works); Other - APN 002-505-006
SL-06519, SL-06598BuildingHistoricHP092008 (Aubrie Morlet, Applied EarthWorks)
Page 1 of 2 CCoIC 4/30/2020 11:41:01 AM
Primary No.Trinomial
Resource List
Other IDs ReportsTypeAgeAttribute codes Recorded by
P-40-041226 Other - San Luis Obispo Electric Plant Building; Other - APN 002-505-005
SL-06519, SL-06598BuildingHistoricHP062009 (Aubrie Morlet, Applied EarthWorks)
Page 2 of 2 CCoIC 4/30/2020 11:41:01 AM
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!.
!.
!.
!.
!.
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P-40-040070
P-40-040072P-40-040073
P-40-040658
P-40-040130
P-40-040131
P-40-040179
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Sites M ap 1 of 2 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 140 280 420 56070Meters
Legend
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One-Quarter Mile Radius
P-40-002013P-40-002423
P-40-002564
P-40-041225P-40-041226
P-40-041146
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Sites M ap 2 of 2 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 140 280 420 56070Meters
Legend
Proje ct Locat ion
One-Quarter Mile Radius
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
SL-03221 1997 Cultural Resource Investigation of 651 Foothill Boulevard Bertrando and Bertrando Research ConsultantsBertrando, 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
SL-04288 2001 Phase 1 Archaeological Survey of Approximately Four Acres for the cal Poly Housing Project/ Site H-8, San Luis Obispo
Conejo Archaeological ConsultantsMaki, Mary 40-002858
Page 1 of 2 CCoIC 4/30/2020 10:55:04 AM
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.
Page 2 of 2 CCoIC 4/30/2020 10:55:04 AM
SL-03922
SL-03922Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 1 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 140 280 420 56070Meters
Legend
Project Location
One-Quarter M ile Radius
SL-04051 SL-04051Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 2 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 140 280 420 56070Meters
Legend
Project Location
One-Quarter M ile Radius
SL-04059
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 3 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 140 280 420 56070Meters
Legend
Project Location
One-Quarter M ile Radius
SL-04303
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 4 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 140 280 420 56070Meters
Legend
Project Location
One-Quarter M ile Radius
SL-03221
SL-04288
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 5 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 140 280 420 56070Meters
Legend
Project Location
One-Quarter M ile Radius
Primary No.Trinomial
Resource List
Other IDs ReportsTypeAgeAttribute codes Recorded by
P-40-002858 CA-SLO-002858H Other - Highway 1 Segment SL-04288, SL-07083SiteHistoricAH072001 (Mary Maki, Conejo Archaeological Consultants)
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)
P-40-040765 OHP Property Number - 105926; OHP Property Number - 107195; OHP Property Number - 105927; OHP Property Number - 105928; OHP Property Number - 105977; Other - San Luis Obispo Ranger Unit Headquarters-8Bay Equipment Garage and Shop (ST. AG. 3540-0214); Other - San Luis Obispo Ranger Unit Headquarters-Office (ST. AG. 3540-0221); Other - San Luis Obispo Ranger Unit Headquarters-Ranger's Residence (ST. AG. 3540-0218); Other - San Luis Obispo Ranger Unit Headquarters-Ranger's Residence Garage (ST. AG. 3540-0219); Other - San Luis Obispo Ranger Unit Headquarters-Ranger's Residence Generator House (ST. AG. 3540-0220)
SL-07466BuildingHistoricHP14; HP35 1994 (Mark V. Thornton, History-Consultant for CDF)
Page 1 of 1 CCoIC 4/30/2020 10:55:53 AM
P-40-002858
P-40-040176
P-40-040765 P-40-040765
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Sites M ap 1 of 1 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 140 280 420 56070Meters
Legend
Project Location
One-Quarter M ile Radius
Report List
Report No.Year Title AffiliationAuthor(s)ResourcesOther IDs
SL-00436 1981 Archaeological Survey for the Widening of State Highway 101 from the North End of the City of San Luis Obispo Towards Cuesta
None givenJohnson, J.
SL-02298 1991 Preliminary Cultural Resources Reconnaissance of Two Pipeline Segments in Nipomo and San Luis Obispo, San Luis Obispo County, California
None GivenRunnings, A., Haversat, T.40-001318, 40-001319
SL-03834 1995 Phase one archaeological surface survey for the unocal pipeline replacement project along curesta ridge and highway 101, south of Santa Margarita, San Luis Obispo Co, Ca
none givenGibson, Robert O.40-001674
SL-03934 1999 Cultural Resources Inventory Report for Williams Communications, Inc. Fiber Optic Cable Installation Project, San Luis Obispo to Bakersfield Volume I
Jones and Stokes AssociatesDana McGowan 40-000587, 40-001559, 40-002493, 40-041327
SL-03934A 1999 Appendix A. Cultural Resource Monitoring Plan Jones & Stokes Associatesnone given
SL-03934B 1999 Appendix B Native American Contacts; Appendix C Cultural Resource Site Record Forms (removed)
Jones & Stokes Associatesnone given
SL-04052 2000 Cultural Resources Study for the Relocation of the Reservoir Number 1 Transmission Main, San Luis Obispo, CA
Applied Earth Works, Inc.Nettles, Wendy.
SL-04335 2001 Cultural Resources Survey and Impact Assessment for the Villareal Project in the City of San Luis Obispo, San Luis Obispo County, CA [APN 052-136-014/020/024/025/027/028]
C.A. Singer & AssociatesSinger, Clay A.
SL-04884 1999 Cultural Resources Survey and Paleontologic Resources Literature Review Report for Level 3 Long Haul Fiber Optic Project: Cuesta Grane Wordaround Norteast of San Luis Obispo, San Luis Obispo County, California
Chambers GroupMason, R.D.
SL-05246 2002 Extended Phase 1 Testing for 2223 Monterey Street, San Luis Obispo, CA The Motel Inn Complex (P-40-401013)
Dave Watson AICPBetsy Bertrando and Ethan Bertrando
SL-05790 2005 Archaeological Resources Inventory for the Motel Inn Sewer Line Replacement between 2223 Monterey Street and 1998 San Luis Drive, San Luis Obispo, California
Applied EarthWorks, Inc.Baloian, R.
Page 1 of 1 CCoIC 4/30/2020 10:00:52 AM
SL-03934Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 1 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Project Location
One-Quarter M ile Radius
SL-04884
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 2 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Project Location
One-Quarter M ile Radius
SL-04052
SL-00436
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 3 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Project Location
One-Quarter M ile Radius
SL-02298
SL-04335
SL-05790
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 4 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Project Location
One-Quarter M ile Radius
SL-05246
SL-03834
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Reports M ap 5 of 5 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 100 200 300 40050Meters
Legend
Project Location
One-Quarter M ile Radius
Primary No.Trinomial
Resource List
Other IDs ReportsTypeAgeAttribute codes Recorded by
P-40-040157 OHP PRN - 3401-0066-0000; OHP Property Number - 18607; Other - Milestone Motel Inn, Motel Inn
SL-02651BuildingHistoricHP051983 (Historic Res. Survey Staff, City of San Luis Obispo)
Page 1 of 1 CCoIC 4/30/2020 9:58:55 AM
P-40-040157
Beebee/Cuesta/Loomis Waterline Replacement (CBZ1801.02)
Customer Name: Kerrie Collison, LSA
Project Location: San Luis Obispo
Sites M ap 1 of 1 Central Coast Information Center
Departm ent of Anthropology
University of California
Santa Barbara, CA 93106-3210
(805) 893-2474
(805) 893-8707 FAX¤
0 80 160 240 32040Meters
Legend
Project Location
One-Quarter M ile Radius
APPENDIX
APPENDIX
4
APPENDIX C – GEOTECHNICAL REPORT
Earth Systems
4378 Old Santa Fe Road I San Luis Obispo, CA 93401 | Ph: 805.544.3276 | www.earthsystems.com
January 1.6,2020
File No.:303599-001
Mr. Hai Nguyen, PE
City of SLO Public Works
9L9 Palm Street
San Luis Obispo, CA 93401
PROJECT:CITY OF SAN LUIS OBISPO
WATER LINE REPLACEMENT PROJECT
VARIOUS LOCATIONS
SAN LUIS OBISPO, CALIFORNIA
SUBJECT: Subsurface Conditions Report - Water Line Replacement Project
Mr. Nguyen:
The purpose of this report and attached data is to summarize the subsurface conditions
represented by the four borings drilled on December 5, December 13 and December L8, 2019 in
various locations in the City of San Luis Obispo, California.
1.0 scoPE oF sERVtcEs
The scope of services, as requested by the client, includes four borings drilled to a maximum
depth of ten feet using a six-inch hollow stem auger. Boring locations included two locations on
Cuesta Drive, one on Beebee Street, and one at the corner of Loomis Drive and Santa Ynez Street.
It is our intent that this report be used exclusively by the client in the preparation of plans and
specifications. Application beyond this intent is strictly at the user's risk.
2.O FIELD INVESTIGATION
On December t2, 13 and 18, 2019, a total of four exploratory borings were drilled at various
streets with a Mobile B-53 drill rig equipped with a 6-inch diameter solid stem auger, with an
automatic hammer for sampling. The borings were drilled to a maximum depth of approximately
l-0 feet below the existing ground surface (bgs) at the site.
Soils encountered in the borings were categorized and logged in general accordance with the
Unified Soil Classification System and ASTM D 2488-L7. Where bedrock was encountered, its
properties were described based upon observation of ring and/or Standard Penetration Test
samples, observation of the auger cuttings, the effort required to drill into the bedrock, and the
effort required to drive samplers into the bedrock. Logs of the borings are attached, along with
a Boring Log Legend. ln reviewing the boring logs and legend, the reader should recognize that
the legend is intended as a guídeline only, and there are a number of conditions that may
influence the characteristics observed during drilling. These include, but are not limited to, the
presence of cobbles or boulders, cementation, variations in soil moisture, presence of
City of San Luis Obispo
Water Line Replacement Project
January t6,2O2O
groundwater, and other factors. lt should also be noted that the descriptions of bedrock must
span a much wider range of density and strength characteristics than soil and are relative to other
bedrock strata. For example, weathered bedrock may be described as "soft," yet it will be
considerably harder than almost any type of soil. Conversely, a clay soil may be described as
"hatd," however, it will not be nearly as hard as even "soft" bedrock such as the sandstone
encountered at the site. Consequently, the logger must exercise judgment in interpreting soil
characteristics, possibly resulting in soil descriptions that vary from the legend.
3.0 GENERAL SUBSURFACE PROFILE
Borings l- and 2 were drilled on Cuesta Drive. ln Boring L, near Highland Drive, lean clay was
encountered and extended to the maximum depth explored. The soil was logged as being moist
to very moist and medium stiff to stiff. Boring 2 was similar, but soft sandstone bedrock was
encountered at a depth of 8 feet below ground surface. Boring 3 was drilled on Beebee Street
and was comprised of lean clay with variable amounts of sand. The clay was categorized as
medium stiff and moist to the maximum explored depth of LL.5 feet below ground surface.
Boring 4 was drilled on Loomis Street at the intersectíon of Santa Ynez Street. Below the nearly
2 feet of asphalt, base and concrete, soft, sandstone bedrock was encountered to the maximum
explored depth of L0 feet.
lf you have any questions or require additional information, please contact me at your
convenience.
Sincerely,
Earth Systems Pacific
2
Robert Down,
AssgciatgEngio(M"?
PE
neer
Exploration Locati
Boring Log Legend (1.
Boring Logs (4 pages)
2001-002.RPT/crDoc. No
?ROFES
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LEGEND
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ÅBoring Location (Approx.)
NOT TO SCALE
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Earth Systems Pacific
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems. com
(805) 544-3276. Fax (805) 544-1786e City of SLO - Waterline Replacement
San Luis Obispo, California
EXPLORATION LOCATION MAP
Date
January 2020
Project No.
303599-001
Figure 2
uNrFrED SO|L CLASS¡FTCATTON SYSTEM (ASTM D 24871
MAJOR
DIVISIONS
GROUP
SYMBOL TYPICAL DESCRIPTIONS GRAPH.
SYMBOL
GW GRAVELS, GRAVEL-SAND MIXTURES, LITTLE ORWELL GRADED
NO FINES i:i:i:i
GP POORLY GRADED GRAVELS, OR GRAVEL-SAND
MIXTURES, LITTLE OR NO FINES o
GM SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES, NON-PLASTIC
FINES d
GC CLAYEY GRAVELS, GRAVEL-SAND.CLAY MIXTURES, PLASTIC
FINES
SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
SP POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO
FINES
SM SILTY SANDS, SAND.SILT MIXTURES, NON.PLASTIC FINES
Eanth Systems Pacific
BORING
LOG
LEGEND
e ØJ
o
U)
otIlz
ú.(,
tIlat
o
O
Euts^<ı>tuIOa u
)ËØ
zll ír::É Ø
rjú,^
o
SC CLAYEY SANDS, SAND-CLAY MIXTURES, PLASTIC FINESSAMPLE / SUBSURFACE
WATER SYMBOLS
GRAPH.
SYMBOL
ML INORGANIC S¡LTS AND VERY FINÊ SANDS, SILTY OR CLAYEY
FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICIryCALIFORNIA MODIFIED I CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICIry, GRAVELLY
CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYSSTANDARD PENETRATTON TEST (SPT)o OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW
PLASTICITYSHELBY TUBE tl MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY
OR SILTY SOILS, ELASTIC S¡LTSBULK
CH ¡NORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS
SUBSURFACE WATER
DURING DRILLING Y OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICIry, ORGANIC
SILTS
SUBSURFACE WATER
AFTER DRILLING V
aJ
oa
n
LiJz
É.
O
uJz
LL
EÉ^
^E< ñu* øg; ,,ì9! íid6ã>lØJØ
I
PT PEAÏ AND OTHER HIGHLY ORGANIC SOILS VV
OESERVED I'IOISTI-'RE COI{DITIOñI
DRY SLIGHTLY MOIST MOIST VERY MOIST WET (SATURATED)
COt¡S¡STElì¡CY
COARSE GRAINED SOILS FINE GRAINED SOILS
BLOWS/FOOT BLOWS/FOOT
SPI CA SAMPLER DESCRIPTIVE TERM SPT CA SAMPLÊR DESCRIPTIVE TERM
0-1 0 0-1 6 LOOSE o-2 VERY SOFT
11-30 17-50 MEDIUM DENSE 3-4 4-7 SOFT
31 -50 51-83 DENSE 5-8 a-l3 MET.]IUM S f IFF
OVF,R 50 OVF,.R ¡JJJ VE.RY I]F.NSF 9-1 5 14-25 STIFF
1 6-30 26-5U VERY S IIFF
OVER 30 OVER 50 HARD
GRAIN SIZES
U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENING
# 200 #40 #10 #4 12"3"3/4"
SAND GRAVELqt, -r ¿ r-t av
FINE MEDIUM COARSE FINE COARSE
COBBLES B,O'UL.DERS
TYPICÂL B€DROCK I{ÀRDI{ESS
MAJOR DIVISIONS TYPICAL DESCRIPTIONS
EXTREMELY HARD CORE, FRAGMENT, OR EXPOSURE CANNOT BE SCRATCHED WITH KNIFE OR SHARP PICK; CAN ONLY BE CHIPPED
WITH REPEATED HEAVY HAMIVER BLOWS
VERY HARD CANNOT BE SCRATCHED WITH KNIFE OR SHARP PICK; CORE OR FRAGMENT BREAKS WITH REPEATEO HEAVY
HAMMER BLOWS
HARD CAN BE SCRATCHED WITH KNIFE OR SHARP PICK WITH DIFFIÇULry (HEAVY PRESSURE); HEAVY HAMMER BLOW
REQUIRED TO BREAK SPECIMEN
MODERATELY HARD CAN BE GROOVED 1/16 INCH ÐEEP BY KNIFE OR SHARP PICK WITH MODERATE OR HEAVY PRESSURE; CORE
OR FRAGMENÏ BREAKS WITH LIGHT HAMMER BLOW OR HEAVY MANUAL PRESSURE
SOFÏ CAN BE GROOVED OR GOUGED EASILY BY KNIFE OR SHARP PICK WITH LIGHT PRESSURE, CAN BE SCRATCHED WITH
FINGERNAIL; BREAKS WITH LIGHT TO MODERAIE MANUAL PRESSURE
VERY SOFÏ CAN BÊ READ¡LY INDENÏED, GROOVED OR GOUGED WITH FINGERNAIL, OR CARVED WITH KNIFE; BREAKS WITH
LIGHT IVANUAL PRESSURE
TYPICÃL BEÐROCK WEATHERII{G
TYPICAL DESCRIPTIONSMAJOR DI\/ISIONS
]]N\¡IEATHERED Nr).DI,SCOLoRATION,NOTOXIDIZFD
sLIGHTLY WEATHERED . DrscoLoRATroN oR oxrDATroN
FELDSPAR CRYSTALS ARE DULL
lS LIMITED TO SURFACE OF. OR SHORT DISTANCE FROM, FRACTURES: SOME
MODERATELY DISCOLORATION oR OXIDATION EXTENDS FRoM FRACTURES, USUALLY THRoUGHOUT, Fe-l\,49 l!4INERALS AREWËATHERED "RUSÏY", FELDSPAR CRYSTALS ARE "CLOUDY"
DISCOLORATION OR OXIDATION THROUGHOUT; FELDSPAR AND Fe-Mg MINERALS ARE ALTERED TO CLAY
TO SOME EXTENT, OR CHEMICAL ALTERAÎION PRODUCES IN SITU DISAGGREGATION
MAYHOUT, BUT
MPLETELY
RESISTANT MINERALS
ALTERED IO CLAY
SCOLDI ïtoNORA OXOR DA THROUf toN ASSUCH BE fEREDUNALOUARTZ
PARFELDS DAN M ARENËRALS co
HIGHLY WEATHERED
DECOMPOSED
Earth Systems Pacific
SAMPLE DATACITY OF SAN LUIS OBISPO
WATERLINE REPLACEMENT
435 Guesta Drive
San Luis Obispo, California
u)u)
5
C)
at)oal
Joo
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S@IL DtrSGRIPTI@N
J
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z
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=.QsdH
3.5" AC/ 0.0" AB
\
\
\
\
\
\\\
\
CL LEAN CLAY: brown, medium stiff, some gravel
-le-llowìsti-brow-nlsıft-
very-mıi5t
12
13
15
tb
(¡)o
rFÀluo
o
3
+
5
6
7
8
9
14
10
11
25
26
17
't8
20
21
22
23
24
End of Boring @ 11.5'
No subsurface water encountered
10.0-11.5 o 1
1
3
e LOGGED BY: R. Mettler
DRILL RIG: Mobile B-53 with Automatic Hammer
AUGER TYPE: 6" Hollow Stem
LEGEND: I Ring Sample Q Cran Sample l--l Shelby Tube Sample I Sef
NOTE: Thislogofsubsurfaceconditionsìsasimplificationofactual cond¡t¡onsencountered. ltappl¡esatthelocationandt¡meofdrill¡ng
Subsurface conditions may differ at other locations and times.
Boring No. 1
PAGE 1 OF I
JOB NO.: 303599-001
DATE: '1211312019
Earth Systems Pacific
SAMPLE DATACITY OF SAN LUIS OBISPO
WATERLINE REPLACEMENT
123 Guesta Drive
San Luis Obispo, California
Ø(/)
5o
(/)o
U)l
Jod¡
=U)
S@!L DESGRIPTI@N
-J>ô
trË
z
JUITLù
=><F
U)
t-6ZC
Hê
Éo
s
UJ
É.lFØo
.Dz
=.9r
ıÈu
SANDY LEAN CLAY: dark gray, medium stiff,
moist
SANDSTONE:
F^
EEo-
12
13
o
2
3
5
7
I
10
11
22
23
24
25
26
14
15
tb
17
18
19
20
21
End of Boring @ 11.0'
No subsurface water encountered.
10.0 - 11.0 o 31/50
e LOGGED BY: R. Mettler
DRILL RIG: Mobile B-53 with Automatic Hammer
AUGER TYPE: 6" Hollow Stem
LEGEND: I Ring Sample Q Cran Sample l--.] ShelbyTube Sample I Sef
NOTE: _Thislogofsubsurfaceconditìonsisasimpl¡f¡cationofactual conditionsencounlered. ltappliesatthelocationandtimeofdrill¡ng.
Subsurface conditjons may differ at other locations and times.
Boring No. 2
PAGE 1 OF 1
JOB NO.: 303599-001
DATE: 1211312019
Earth Systems Pacific
SAMPLE DATACITY OF SAN LUIS OBISPO
WATERLINE REPLACEMENT
2105 Beebee Street
San Luis Obispo, California
a/)
U)
5o
at)oØf
Joo
=
U)
S@[L DtrS@RIPTI@N
J
>âÉ.a
uJ ,'E
z
Ës<FØ
F
ØZC
Hë
É.o
s
uJ
É.fl-Ø
o
ø2
=ãQ, e.ıH
SANDY LEAN CLAY: brown,
fine sands
m
plasticity
m m
I^
IEo-
1
2
3
+
5
6
7
I
I
lo
11
1:
13
,:
15
16
17
18
19
o
20
21
22
23
24
25
26
End of Boring @ 11.5'
No subsurface water encountered
10.0- 11.5 o 4
6
9
e LOGGED BY: R. Mettler
DRILL RIG: Mobile B-53 with Automatic Hammer
AUGER TYPE: 6" Hollow Stem
LEGEND: I Ring Sample Q CraO Sample l-- Shelby Tube Sample I Sef
NOTE: _fhis log of subsurface condit¡ons is a simplification of actual conditions encountered. lt applies at the location and time of drilling
Subsurface cond¡tions may differ at other locations and t¡mes.
Boring No. 3
PAGE 1 OF 1
JOB NO.: 303599-001
DATE: 1211312019
Earth Systems Pacific
SAMPLE DATAC¡TY OF SAN LUIS OBISPO
WATERLINE REPLACEMENT
Santa Ynez Avenue & Loomis Street
San Luis Obispo, California
ct)
U)
5o
U)o
U)l
Jo
c0
=at)
S@[L DES@RIPTI@N
J
>ÕÉauJ.E
z
=J uJtL0
<r-
U)
F6ZC
Hê
Éo
uJ
É.Þ^Froø31
ı
=
.Dz
=.O¿
dH
7.O" ACI 1.0" AB/ 9.0'AC/ 5.0" Concrete
SANDSTONE: dark yellow brown, very saturated,
moderately weathered
T^
f;Eo-
2
4
22
23
24
25
26
14
15
16
17
18
19
20
21
End of Boring @ 10.0'
No subsurface water encountered.
AC Patch
8.5 - 10.0 o 12
8
24
e LOGGED BY: R. Mettler
DRILL RIG: Mobile B-53 with Automatic Hammer
AUGER TYPE: 6" Hollow Stem
LEGEND: I Ring Sample Q Cran Sample l---1 Shelby Tube Sample I Snf
NOTE: Thislogofsubsurfaceconditionsisas¡mplificat¡onofactual conditionsencountered. ltappliesatthelocat¡onandtimeofdr¡lling
Subsurface conditions may differ at other locations and times.
Boring No. 4
PAGE 1 OF 1
JOB NO.: 303599-001
DATE: 1211812019
APPENDIX
APPENDIX
5
APPENDIX D – SHUTDOWN AREA MAP
701600520
1
2
4
3
9
10
8
56 7
288287
BA351A,B
345
47519&20987
6
5
4
123400 10B10A
6
1
569551549340352405451A
302
324
338491492418
432
648650407
577
321
337 5335395435275215051B1A
1C 10C
1D 14D630618590550546538524506423
435
425
f a
b
c
d
e 591261-265161-165243-244241-242251-255
151-155
599
2 585579573557541533455
447448491 550542534526518510505
513
523 507513519525529533
537
.
541
545
553557561
530
512531
535
543
536
548
556
562
574
588
596
610
405
427
459
349
337
323
303
300307
321
320
336335
348347
362361
304
318
334
346
358 391367359333 555
567
571
589
593
607
398394380372358350336479457435413395383375367359446400504
514511
520525522
510
502
382368505
513
521
532
538
546
554
533
547
551
536
552
560
572
562
563
574
586
598
600
575
587
599
613
588
612
620
628
634
621
81651505503501411351341355359363375381399331345359367385391362374A142
392133
424143 140
159
171
152
168
188
284
268
254
236
228
285
255
237
271
225
286
270
256
234
226
360372390273
259
235
227
211
274
258
236
228
B-9
8181
510BA
550554181572321962665065267069614 UP87 DN.1500615629643169665657585543539537525
111
123
141
153
167
195
55546747341
33
42
30
110108 120
121131
9990132138 555151139
152158
160
159
109
24
1613
2526
14
87
15
29
37436035635227
23
19
11
28
22
18
12
38
32
37
31
40
32
45
39
31 691695165
173
711135
499
406
400
398
366
348
451
449
447
300
290
415
a b c d e a b c d
d c b a
abcde
234
250
242
226
200
196
180
1
78
172170166
to164
162156
to160
154
152
140
706710720726730748760772774790133
217
225
263a
b
c
d
e
abcd
a
a
b
b
c
c
d
d
a
bcde
fgh 265
285
295
305
355
365
375
385
763A
763B
765
767
771
773A777775B775A773B773C775C787
785
783
779
791
793A
793C
793E
793F758754,756275
215
#19
#20
#
1
5
-
1
8
390
356#
1-
1
4
324
284
256
228
204730742754722410
428 460450
480 #9-14d 795c
20
26
28
32374650 A - B172
1/
2510
26
36
17144125
2
2
2
1
9
672
674
678
676
686
688
690
692
684682
261
BEEBEE/CUESTA/LOOMIS
WATERLINE REPLACEMENT
SHUTDOWN AREA MAP
1 OF 2
0
SCALE IN FEET
300
N
205265285h
g
f-1
e-1
e
d
c
b
a
f
p
n
m-1
m
l
k
j
i
q
r
s
w
x2772210
2222
2226
2224
265
100 A21
A19
A17
A15
A13
A11
A7
A5
A9
A3
A1
1
2
3
4
5
7
6
8
A25A27A29A31A33A35A24A26A28B17A12
B15A10
A8B1 B3B531323334351113637B8
B10
B12
B14
B16B18A44A62evenA71
A69
oddC2C1C3C4
C5C6C7
14151617182022212319324145110
130
140
150
160
180
190
B
A42
A40 2275
2255
2225
2205 23527781A-CA,B
2
6
7
A-BA-CA,B233BA2166
2174
2192 207222215229A,B234247249253254261271270abcdefghij3033023133191982185 2179
2163 2159
a
b
2138
210220236 1/22402542602682145
2135
2146
2142
2128 3092103
2109
2119
2129
2110
2120
2126
2134 2052152212332352412492612672032
2040 1/2
2076
2084 3132031
2043
2077
2083224
2362382402522542602662016
2026
2044
2092205 209221229237251259269275283a b
ca
a
bb 371
36
5
3
51
333
2283003
5
0
384
370360
15211421
1427
241
172 174 29435
4
3
46
3
40
33
8
32
0
1424307
299
295
1337
150100130e f
2146
2104
2078, 100-210
2060
2010
2020
2030
2040
2050 1751691612019
2029
2041
2091
2103
2105
2115
2123
2125
2131
2135 2137
2139
a b
b
a
237
a
2191
138140a
150279260256
2130
1335
283
303,B
2149
D1D2D3146A
B-1 C-1
2
6
1
1390
27
4
220281 2851512
251253257A B
2121
2125
210Aa
b
ab2131 1/2
2105 1/2
2041 1/2
2126 1/2
220 1/2236221 1/2235 1/2249 1/2209 1/23102040303 305269 1/22131 1/2
2103
2074, 100-11087 335
314
326
338
350
366
374
382
351
367
295
301
309
339
343
377
326
384 706448562390
2380
2372
2354
2362
43
5388318
385
2190219122
8
5
22
9
3
22
9
922542246
2234
2210 3913812
2
8
0
398
390
392
2231223723
3
6
23
1
8
24042290
22002220224122
6
022432267
22672255BEEBEE/CUESTA/LOOMIS
WATERLINE REPLACEMENT
SHUTDOWN AREA MAP
2 OF 2
0
SCALE IN FEET
300
N