HomeMy WebLinkAboutItem 5j. Cultural Arts District Parking Structure and Parking Structure Maintenance and Rehabilitation Projects Item 5j
Department: Public Works
Cost Center: 5101
For Agenda of: 6/21/2022
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Brian Nelson, Deputy Public Works Director and City Engineer
SUBJECT: CULTURAL ARTS DISTRICT PARKING STRUCTURE AND PARKING
STRUCTURE MAINTENANCE AND REHABILITATION PROJECTS
RECOMMENDATION
Cultural Arts District Parking Structure Recommendations:
1. Appropriate $1,387,900 of Parking Fund Unreserved Working Capital Balance to
the Cultural Arts District Parking Structure Project as forecasted in the FY22/23
Budget Supplement; and,
2. Authorize advertisement of the Cultural Arts District Parking Structure Phase 1A:
Dry Utility Undergrounding project; and,
3. Authorize the City Manager to award the Phase 1A construction contract if within
available project budget; and,
4. Authorize the City Engineer to execute PG&E and Telecom service fee and
easement agreements including payment of service relocation fees if within
available project budget; and,
5. Authorize advertisement of the Cultural Arts District Parking Structure Phase 1B:
Site Demolition and Grading project; and,
6. Authorize the City Manager to award the Phase 1B construction contract if within
available project budget; and,
7. Authorize the City Engineer to issue contract change orders for Cultural Arts
District Parking Structure Phase 1A, Phase 1B, and Phase 2 construction
projects in excess of $200,000 if within available project budget; and,
8. Authorize the City Manager to advertise and award the Cultural Arts District
Parking Structure Phase 2: Parking Structure Construction and Site
Improvements upon Budget Appropriation; and,
9. Authorize advertisement of a Request for Proposals for Construction
Management consultant services for the Cultural Arts District Parking Structure
Phase 1A, 1B, and 2 projects in a form agreed on by the City Engineer and City
Attorney; and,
10. Authorize the Public Works Director to enter into an agreement with the selected
Construction Management firm; and,
11. Authorize the City Engineer to amend the Construction Management agreement
within available project budget; and,
12. Authorize the City Engineer to amend Watry Design, Inc. contract if within
available project budget; and,
Page 177 of 814
Item 5j
Parking Structure Maintenance Projects Recommendations:
1. Authorize advertisement of the 842 & 919 Palm Parking Structure Maintenance
Project; and,
2. Authorize advertisement of the 871 Marsh Parking Structure Maintenance
Project; and,
3. Authorize the City Manager to award the above parking structure maintenance
projects if within available budget; and,
4. Authorize the Finance Director to transfer funding between the parking structure
maintenance project accounts as necessary to award the construction contracts;
and,
5. Authorize the City Engineer to issue contract change orders for the Parking
Structure Maintenance projects in excess of $200,000 if within available project
budget.
REPORT-IN-BRIEF
The City has several parking structure Capital Improvement Projects in development,
including the preparation for and construction of the new Cultural Arts District Parking
Structure, as well as projects for maintenance work on the existing structures at 871
Marsh, 849 Palm, and 919 Palm.
The Cultural Arts District Parking Structure is separated into three construction contract
phases. “Phase 1” projects are those funded through existing parking fund balance and
include preliminary work such as utility relocations and site demolition, clearing and
grading. “Phase 2” of the Cultural Arts District Parking Structure includes construction of
the vertical structure, as well as site improvements. Phase 2 will be funded by debt -
financing, with a portion of parking fund revenues servicing the loan payments over the
loan term. All Cultural Arts District Parking Structure projects have been designed to a
95% level and will be sequentially advertised for construction over the next 12 months.
The recommendations provided by staff for Council’s consideration are proposed now to
minimize delay in project delivery.
In addition to the new structure, ongoing maintenance work for 871 Marsh, 849 Palm, and
919 Palm is necessary. A 2018 Parking Structure Capital Asset Management Plan
(CAMP Report) identified parking structure maintenance projects necessary to repair
deficiencies, improve aesthetics, and extend the useful life of the structures. These
projects are ready for construction advertisement and will be awarded based within
available funding.
DISCUSSION
Page 178 of 814
Item 5j
Background
The Cultural Arts District Parking Structure (formerly referred to as the Palm
Nipomo Structure)
In November 2019, Council approved construction of the Cultural Arts District Parking
Structure project, previously identified as the Palm/Nipomo Parking Structure. In February
2020, Council authorized an increase in design funds to advance the project to a
construction-ready status.
Through February 2020 when additional design funding was approved, Parking Fund
revenues and expenditures were in-line with budget amounts. However, starting March
2020, the Covid-19 pandemic response closed most businesses in the downtown,
resulting in significant revenue impacts during the remainder of FY19/20 and well into the
2021-23 Financial Plan period. Due to the uncertain economic conditions at the time, staff
estimated a revenue shortfall of millions in June 2020 (now reports as over approximately
$4 million). Fiscal impacts remained uncertain, including the duration of the pandemic
and related long-term revenue impacts to the Parking Fund. As a result, at the time of the
FY20/21 Budget Supplement in June 2020, Council approved staff’s recommendati on to
proceed with continuing project design to a construction ready status, but deferring start
of construction to a point in time where Parking Fund revenues had recovered sufficiently
to cover the fiscal impacts of the new parking structure. With adopti on of the 2021-23
Financial Plan, Council created a Major City Goal (MCG) of construction of the Cultural
Arts District Parking Structure in FY23/24.
Staff are on schedule to meet the 2021-23 MCG for project delivery and have separated
the project into three construction contract phases as described below to achieve
efficiencies in project delivery, reduce the likelihood of construction delays, and to
maximize delivery scope within available budget resources. More information on financing
elements of project delivery is provided in the Fiscal Impact section.
The Cultural Arts District Parking Structure Construction Project has been
separated into the following phases:
1) Phase 1A Dry Utility Undergrounding
a) Scope: Removal and relocation of overhead PG&E and telecom facilities
currently crossing the project site. This project will underground and relocate
these utility services through Monterey and Broad, which will completely remove
any utility services from interfering with Phase 1B. Addressing these c onflicts as
a first phase will minimize utility related schedule impacts to project delivery. See
Attachment A for project plans.
b) Status: Project Design is 90% complete and final review phase has commenced.
c) Schedule: Phase 1A expected to advertise for construction in Summer 2022,
with construction work on this phase beginning Fall 2022.
Page 179 of 814
Item 5j
2) Phase 1B Site Demolition and Grading
a) Scope: Following removal of site utility conflicts, Phase 1B will commence with
demolition of existing site structures and surface p arking lot, installation of
subsurface drainage and storm drainage utilities, site shoring and retaining walls,
and site grading in preparation for Phase 2. See Attachment B for project plans.
b) Status: Project is at the 95% design completion level and is undergoing
constructability review. Staff will be applying for building permits for Phase 1B in
the Summer of 2022.
c) Schedule: Construction is scheduled to begin Spring 2023.
3) Phase 2 Parking Structure Construction and Site Improvements
a) Scope: Vertical construction of the parking structure, including on -site
improvements and offsite street improvements and associated utility connections.
b) Status: Structure design is at 95% design completion level and is undergoing
constructability review. Staff will be applying for building permits in the Summer
of 2022.
c) Schedule: Construction scheduled to begin Fall 2023 immediately following
completion of Phase 1B Site Clearing and Demolition. Debt financing process for
Phase 2 construction will begin in Fall 2022 and is expected to take approximately
6-months.
Figure 1 below provides a Gantt style delivery schedule for additional clarification:
Figure 1: Cultural Arts District Parking Structure Delivery Phasing Schedule and Next Steps
Design and Construction Management Services Contracts
With design nearing completion for the three Structure Construction contract phases, staff
will be transitioning to advertisement and award of each of the project phases. This has
necessitated an extension of the design contra ct for design/construction oversight and
design support to address construction submittals, review contractor Requests for
Information, and address change orders and potential construction issues as they arise.
Additionally, with the extended pause on project final design during the Covid-19
pandemic, as well as a new California Building Code update that required design changes
for code compliance and project design and fee increases due to extension of the project
construction through FY25/26, staff anticipate additional fees for the design contract with
Watry Design, Inc. The recommendations of this report provide the City Engineer the
ability to amend the scope of the design contract for ongoing work, within the budget.
CADPS Phase Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4
Phase 1A: Dry Utility Undergrounding
Phase 1B: Site Demolition & Grading
Phase 2 Debt Financing Process $$$
Phase 2: Vertical Con. & Site Improvements.
Note: Fiscal Years begin July 1st. For example Q1 FY22/23 Begins July 1st, 2022.
Phasing Legend
Final Design and Building Permits
Advertisement and Award of Contract
Construction
FY25/26
Project Delivery Timeline
FY22/23 FY23/24 FY24/25
Page 180 of 814
Item 5j
With the complexity and duration of project construction, internal staff resources are not
available to oversee the management of the construction contractor nor the inspection of
the project during the work. Staff will be releasing a Request for Proposals seeking
Construction Management (CM) and Inspection services (Attachment C) and anticipate
receiving proposals from highly qualified firms with experience in similar projects, as well
as firms with sufficient staff resources and redundancy to ensure appropriate levels of
contractor oversight, inspection, and materials testing. CM contract work will also include
oversight for compliance with the CEQA mitigation measures outlined in the
Environmental Impact Report adopted for the project, which includes, but is not limited to,
environmental monitoring for archeological and paleontological resources that may be
exposed during excavation for the project. Contract oversight will also include provisions
(once fully developed) for oversight of the Community Workforce Agreement for the
project through a Community Workforce Coordinator. Staff expect to award the CM
contract for the initial construction phases and amend the agreement as the City enters
each subsequent contract phase.
Basis for Cultural Arts District Parking Structure Recommendations
The recommendations of this report will further assist staff with maintaining administrative
progress on the project as each phase reaches construction status. Through authorization
of advertisement of all project phases with this report, staff will have additional flexibility
to advertise each phase of the project as soon as the designs are completed and building
permits are received, reducing potential for delay and resultant cost increases. Delegation
of authority to enter and amend contract agreements ou tlined in the recommendation will
further permit timely award and construction start. All delegated authority is within prior
approved budget limits and staff would return to Council if any additional project budget
were required for the contract awards. Furthermore, staff expect to return to Council for
approval of the debt financing appropriation. Lastly, Staff committed to return to the City
Council in Winter/Spring 2023 to discuss Parking and Access Strategies to align parking
pricing, access, mobility options, etc. with the City’s vision, goals and objectives.
Parking Structure Maintenance Projects
The City’s parking structures vary in age with the oldest being the 842 Palm Street parking
structure constructed in 1988. The 871 Marsh Street Parking Structure was subsequently
constructed in 1990, expanded in 2002, and the 919 Palm Street Structure was built in
2006. Since the initial construction of each building, only minor maintenance projects
have been completed. Due to the age of the structures, a mo re rigorous maintenance
assessment was necessary to develop a longer-term maintenance and repair strategy. In
2018, the city completed a Parking Structure Capital Asset Management Plan (CAMP
Report) that identified structure maintenance projects necessary to repair deficiencies,
improve aesthetics, and extend the useful life of the structures. In general, the CAMP
report assessed the structures to be in “Fair” condition with isolated elements in “Poor” or
“Failed” condition. Typical maintenance items identified include concrete cracking and
spalls, deterioration of concrete joint sealants, loose barrier cables, and cracked or br oken
CMU blocks.
Page 181 of 814
Item 5j
Upon completion of the CAMP Report, CIP projects were created with the 2019-21
Financial Plan to begin funding CIP projects for design and construction of the repairs.
Based upon the recommendations of the CAMP Report, the repairs were ca tegorized into
High, Medium, and Low priorities with High and Medium repairs including maintenance
of safety elements and structural issues, and medium priority items including sealing of
cracks and structural waterproofing. Low priority items were primarily aesthetic in nature
and did not directly impact the service lives of the building, therefore, the initial
maintenance projects include deferred maintenance work that will have the largest impact
on extending the service life of each structure.
In 2020, staff-initiated design contracts for the capital projects and separated them into
two distinct projects, with one capital project for the maintenance of the Marsh Street
structure (“871 Marsh Parking Structure Maintenance Project”) (Attachment D) and one
capital project for the maintenance of both Palm Street structures (“842 & 919 Palm
Parking Structure Maintenance Projects”) (Attachment E). Staff are requesting
authorization to advertise the projects and award within available project budget,
providing the Finance Director authorization to utilize the total available budget among
the three project accounts to award each contract.
Previous Council or Advisory Body Action
Council has taken the following actions related to the Cultural Arts District Parking
Structure:
1. On December 9, 2009, Council approved solicitation of a Request for Proposals
(RFP) for the project as part of Specification No. 90435.
2. On July 19, 2010, after a full proposal review and approval process, Watry and
the City executed a design services contract for the project.
3. On September 9, 2016, Council approved a contract with Watry for the
preparation of an EIR for the Project and additional design services (Attachment
C).
4. On July 17, 2018, Council adopted and certified the Environmental Impact Report
(EIR) for the Project.
5. On December 4, 2018, City Council authorized the Mayor to sign an Exclusive
Negotiating Agreement (ENA) with the SLO REP Theatre in a final form
acceptable to the City Attorney for long-term use of a portion of the Project site
to construct and operate a new theatre, based on parameters set forth by City
Council.
6. On February 5, 2019, City Council authorized City Staff to execute a sole source
contract amendment with Watry to complete the preparation of construction
documents for the parking structure.
7. Project design concepts and environmental review were evaluated by various
City advisory bodies and on November 12, 2019, Council adopted a resolution
approving the project including rezoning the property for the proposed uses .
8. On February 18, 2020 Council authorized an increase in design funding for the
Cultural Arts District Parking Structure (at that time called the Palm-Nipomo
Page 182 of 814
Item 5j
Parking Structure).
9. On June 7, 2022 Council adopted a resolution approving the Fiscal Year 2022 -
23 Budget, which included a new Parking rate structure and an appropriation of
$700,000 from the Infrastructure Investment Fund to the Parking Fund .
Regarding the parking structure maintenance and rehabilitation projects, Council has not
taken any prior action with the exception of programing these projects in the Capital
Improvement Plan.
Policy Context
At the April 19, 2022 meeting, Council directed staff to execute a Community Workforce
Agreement for the Cultural Arts District Parking Structure (Phase 2 only), the Prado Road
Interchange, and the Public Safety Center Projects. Staff are currently collaborating with
the Tri-Counties Building and Construction Trades Council to formalize terms of a
negotiated agreement in alignment with the Council established negotiating objectives,
which include 1) a 60% local worker participation goal, and 2) exclusion of prevailing wage
services provided through professional services agreements. The final CWA agreement
if negotiations are completed by mid July as directed by Council, will be incorporated into
the construction contract documents and the Construction Management scope of work
will include oversite and enforcement of the CWA through a Community Workforce
Coordinator as subconsultant to the primary Construction Management consultant.
Per the May 17, 2022 Purchasing Policy Update Council approval is required for Public
Projects that cost over $200,000, and for Consultant Services that cost over $150,000.
In addition, Council approval is also required for construction contract change orders in
excess of $200,000 and cumulative amendments to professional services agreements
exceeding $150,000.
Public Engagement
Public engagement for the Cultural Arts District Parking Structure was completed during
the initial project development stages and the project entitlements process, culminating
in final Council approvals in November 2019. Staff will be contracting with an on -call public
relations firm to develop a communications plan to inform the public about the upcoming
project construction as well as to convey schedule and construction impacts of the project
during the construction phase.
Public engagement for the existing parking structure maintenance projects was
completed during the initial identification of this project for inclusion in the 2017 -19
Financial Plan.
CONCURRENCE
The Public Works, Finance, and Administration departments concur with the
recommendations of this report.
ENVIRONMENTAL REVIEW
Page 183 of 814
Item 5j
Environmental review for the Cultural Arts District Parking Structure is complete. A Final
Environmental Impact Report (FEIR) for the Project was approved and certified by the
City Council on July 17, 2018 and furnished to the State Clearinghouse.
The Parking Structure Maintenance Projects are exempt from environmental review
under Section 15301 Class 1 (existing facilities) of the California Environmental Quality
Act (CEQA) Guidelines because the projects propose to maintain existing facilities. The
parking structure maintenance projects are consistent with the applicable general plan
policies as well as with applicable City Regulations.
FISCAL IMPACT
Budgeted: Yes Budget Year: 2021-22
Funding Identified: Yes
Fiscal Analysis:
Cultural Arts District Parking Structure
Funding Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing Cost
General Fund $ $ $ $
State
Federal
Fees
Other: Parking Fund $830,000
Total $830,000 $ $ $
Page 184 of 814
Item 5j
The Cultural Arts District Parking Structure account (90435) has a current available
budget of $830,000 to support project expenses. On July 1st, the project will receive an
additional appropriation of $5,582,000 per the 2022-23 Supplemental Budget approved
on June 7, 2022.
Based upon the Parking Fund Capital Improvement Program Budget Summary in the
FY22/23 Budget Supplement1, Phase 1 work is forecasted to cost $6,969,000. This is a
cost increase from prior estimates and is a result of abnormal increases in construction
costs, primarily occurring over the last calendar year, due to supply chain and market
labor shortages. Current benchmark indices for construction cost, such as the California
Construction Cost Index, indicate year-over-year construction cost increases of
approximately 25%.
At this time, staff recommend appropriation of $1,387,900 in Parking Fund Unreserved
Working Capital Balance to offset the estimated increases in cost of Phase 1 (Attachment
F). This additional funding amount has been accounted for in the Parking Fund Long-
Term Forecast in the FY22/23 Budget Supplement2. Market factors continue to be
unpredictable and actual costs will only be known once the City receives bids for the
contract work.
1 Budget Document Pg. 57, Section 4: Parking Fund, “Capital Improvement Program Budget Summary”,
Row 7
2 Budget Document Pg. 60, Section 4: Parking Fund, Table P11: Parking Fund Five Year Forecast, Row
30. There is a remaining unreserved Working Capital Fund Balance of $2,928,938 per Table P11, Row 64
Phase 1A: Dry
Utility
Undergrounding
Phase 1B: Site
Demolition and
Grading
Phase 2: Parking
Structure
Construction and Site
Improvements
Estimated Costs Parking Fund Debt
Financing
Construction Estimate $500,000 $5,401,269 $38,718,901 $44,620,170
Construction Contingencies $60,000 $395,731 $4,346,268 $4,801,999
Total Construction Estimate $560,000 $5,797,000 $43,065,169 $49,422,169
Design Adminstration and Support $50,000 $150,000 $200,000
Construction Management/Inspection/Testing $360,000 $2,950,000 $3,310,000
PG&E Undergrounding Costs $166,000
Printing & Advertising $500 $500 $1,000
Public Relations $35,000 $75,000 $110,000
Total Project Estimate $726,500 $6,242,500 $46,240,169 $53,050,000
Available Project Balance
Additional Funding on 7/1/2022
Additional Funding Appropriation
Total Funding Available after 7/1/2022
Projected Remaining Balance
Phase 2 Debt Financing N/A N/A $46,240,169
Total Project Budget $46,240,169 $53,300,000
Project Total Costs
ESTIMATED PROJECT COST BY PHASE AND FUNDING
Cultural Arts District Parking Structure, Specification No. 90435
Parking Fund
$6,969,000
$5,582,000
$7,799,900
$830,900
$830,000
$1,387,900
Page 185 of 814
Item 5j
Phase 1A and 1B of the Cultural Arts District Parking Structure will be paid for entirely
with existing Parking Fund balance. Phase 2 of the project will debt financed. The process
of providing debt proceeds from the issuance of bonds takes approximately 6 -months and
will begin in Q2 of FY 22/23 after construction bids are received on Phase 1B.
On June 7, 2022 Council adopted a resolution approving the Fiscal Year 2022 -23 Budget,
which included appropriations for ongoing Parking Fund Capital Projects including the
Cultural Arts District Parking Structure. Additionally, Council adopted a resolution
establishing a new parking rate structure that would meet the debt service obligations for
construction of Phase 2 of the Cultural Arts District Parking Structure while maintaining a
balanced Parking Fund. Council’s adoption of the new rates structure included a
modification to maintain first hour free parking in the structures through June 30, 2023.
The reduced revenues from the rate deferral was offset by Council’s direction to
appropriate $700,000 from the Infrastructure Investment Fund to the Parking Fund.
Parking Structure Maintenance Projects
Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund $ $ $ $
State
Federal
Fees
Other: Parking
Fund
$3,265,550
Total $3,265,550 $ $ $
Page 186 of 814
Item 5j
Parking structure maintenance CIPs were originally funded with the 2019-21 Financial
Plan. Funding was distributed to three separate accounts (Spec 1000049, 1000050, and
1000051). Beginning with FY22/23, total available funding will be $3,265,550 to support
all parking structure maintenance work. Since the structure maintenanc e requirements
for each garage are unique and dependent largely on age and size of the facility, all three
CIP project accounts are intended to support completion of the maintenance work. Based
upon estimates provided by design consultants, current total available funding of $3.26M
is sufficient to support maintenance in the Palm Structures. Final design for the Marsh
Street structure maintenance work is underway and the remaining balance of $1.54
million will be utilized for construction of highest priority maintenance work in the structure.
842 & 919 Palm Parking
Structure Maintenance
Project
Estimated Costs Spec. 1000049, 1000050,
1000051
Parking Fund
Construction Estimate $1,500,000 $1,500,000
Construction Contingencies (12%)$180,000 $180,000
Total Construction Estimate $1,680,000 $1,680,000
Design Adminstration and Support $20,000 $20,000
Testing $5,000 $5,000
Printing & Advertising $500 $500
Public Relations $10,000 $10,000
Total Project Estimate $1,715,500 $1,720,000
Available Project Balance (Spec. 1000049)$1,072,380
FY22/23 Additional Funding (Spec. 1000049)$400,000
Available Project Balance (Spec. 1000050)$1,011,865
FY22/23 Additional Funding (Spec. 1000050)$400,000
Available Project Balance (Spec. 1000051)$281,302
FY22/23 Additional Funding (Spec. 1000051)$100,000
Total Funding Available after 7/1/2022 $3,265,547 $3,265,547
Total Budget Remaining $1,550,047 $1,545,547
ESTIMATED PROJECT COSTS
Parking Structure Maintenance Projects
Project Total Costs
Page 187 of 814
Item 5j
ALTERNATIVES
1. Deny Authorization to Advertise Listed Projects. This alternative is not
recommended by staff because authorizing advertisement now provides more
flexibility and expediency to advertise and award parking structure projects as
plans are finalized and building permits received. Delaying authorization to
advertise and project award could create schedule delays in the project and
increase construction costs.
2. Deny Delegated Award Authority. This alternative is not recommended by staff
because delegated award authority provides more flexibility and expediency for
staff to manage the associated construction contracts and to minimize project
delay. If additional funding is necessary to award contracts, staff will return to
Council for approval.
ATTACHMENTS
A – Cultural Arts District Parking Structure Phase 1A Plans
B – Cultural Arts District Parking Structure Phase 1B Plans
C – Draft RFP for Construction Management Services
D – 871 Marsh Parking Structure Maintenance Plans and Specifications
E – 842 & 919 Palm Parking Structure Maintenance Plans and Specifications
F – Draft Resolution Amending FY 21-22 Budget Allocation
Page 188 of 814
Reference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSOCONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.2. THE CONTRACTOR SHALL POSSESS A CLASS C-10 LICENSE ATTHE TIME OF BID OPENING.index to planssheet no. descriptiongeneral notes:san luis obispo county, californiascope of work:Cultural Arts District ParkingStructure - Phase 1ADry Utility Undergrounding1 VICINITY MAP, GENERAL NOTES2 GENERAL NOTES, VICINITY MAP3 DRY UTILITY PLAN4 ELECTRICAL DETAILSAPPROVED BYSPECIFICATION NO. DATEofSHEETBrian Nelson, City Engineer R.C.E. C79870 Approved Date4June 202290435-1A1FILE NO./LOCATIONPROJECTLOCATION1. New dry utility service conduits to serve existing building to remain alongthe Broad, Nipomo, Monterey block.2. Trenching in existing right of ways, new pull boxes, transormer pad, andpole riser sweeps.3. Utility providers to disconnect existing services, remove unused cables,supply new service cables, and make all final terminations as necessary.location mapPage 189 of 814
OTTO ELECTRICAL, INC.SAN LUIS OBISPO, CAGOTTO@OTTOELECTRICAL.COM805.459.4329CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCultural Arts District Parking Structure - Phase 1ADry Utility UndergroundingGOGOBNBNPER PLANSJUNE 202290435-1A4Know what'sbelow.before you dig.CallR2GENERAL NOTES, VICINITY MAPPROJECTLOCATIONGENERAL NOTES1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, ANDORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT ATTIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA FIRECODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.B. AMERICANS WITH DISABILITIES ACT (ADA).2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER.KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN ASAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS,FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENTSAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLYDESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS ORRIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNSWHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICEBOXES).GENERAL SITE PLAN NOTESA. ALL UTILITY WORK AND COORDINATION SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGSAND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANYAPPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. PG&E APPLICATIONS HAVE BEEN INITIATED BY ENGINEER:PG&E ELECTRIC & GAS SERVICE REQUIREMENTS - GREENBOOK 2020-2021051122 - CLEARANCES AND LOCATION REQUIREMENTS FOR ENCLOSURES, PADS, AND UNDERGROUND EQUIPMENT.062288 - UNDERGROUND CONDUIT.NOTIFICATION NUMBER: 11839790PM NUMBER: 35323721B. UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY COMPANY REQUIREMENTS:PG&E - JUSTIN MCDONALD, JUSTIN.MCDONALD@PGE.COM, 805.546.1271C. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALLCONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5 AND PER CITY STANDARDS. MORESTRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHINGMAY BE UTILIZED WHERE PRACTICABLE AND WHERE PERMITTED BY THIS SPECIFICATION.D. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICEALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA)AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS ANDELECTRIC LINES OR EQUIPMENT.E. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING PER CITY STANDARD 6010.F. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS ANDSPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVALSHALL BE DONE AT THE CONTRACTOR'S RISK.VICINITY MAPNOT IN CONTRACTON CENTERNOT TO SCALENORMAL POWER FACTORNORMALLY OPENNIGHT LIGHTMAIN CIRCUIT BREAKERMAIN FUSIBLE SWITCHLOW VOLTAGELOW PRESSURE SODIUMMAXIMUM OCPMINIMUM CKT AMPSLOCKED ROTOR AMPSQUANTITY 1000MAIN CATV TERMINAL CABINETMANUAL TRANSFER SWITCHNATIONAL ELECTRICAL CODELIFE SAFETY BRANCHMAIN TELEPHONE TERMINAL CABINETNEUTRAL (GROUNDED CONDUCTOR)NAT'L ELEC MANUFACTURER'S ASSOCNORMALLY CLOSEDMICROWAVEMAIN TELEPHONE TERMINAL BOARDMAIN SWITCHBOARDMAIN LUGS ONLYMOUNTING HEIGHTMETAL HALIDEMANUFACTURERMECHANICALMAIN CATV TERMINAL BOARDMECHANICAL CONTRACTORLIGHTING CONTACTORKILOVOLTAMPSNEMA 3RMOUNTLIGHTINGLIGHTKILOWATTNPF(F) FUTUREFAF-#FIRE ALARMFURNACEOCNTSCURRENT TRANSFORMERCALIFORNIA SFMCONDUIT, CONDUCTORCONDUIT ONLY (W/PULLROPE)CRITICAL BRANCHCOPPERCONDENSING UNITCONTRACTORCIRCUITCENTER LINEEMES(EXR)EXT(EXN)FEMBEQUIP'TEMERGEOLEC-#ELEMELECEF-#EBECEA(E)CU-#DWDISCDISTDPSTDFDIADCDCONDCSFMCTCuCRC.O.CKTCNT'RCLMHEMERGENCYFLUORESCENTEMERGENCY BALLAST(E) TO BE (R)(E) IN (N) LOCATIONENERGY SAVINGEXTERIOREMERGENCYEND OF LINEEQUIPMENTEVENING LIGHTEMERG BATTERY BACKUPELECTRONIC BALLASTEVAPORATIVE COOLERELECTRICAL CONTRACTORELECTRICALEXHAUST FANEXISTINGEACHNECNICNONLNEMANN3RNC(N) NEWMT HTMTTCMTTBMTSMWMOCPMSBMLOMTDOUBLE POLE SINGLE THROWDRINKING FOUNTAINDIRECT CURRENTDISHWASHERDISTRIBUTIONDISCONNECTDIAMETERDEPTHLVMCTCMECHMFSMFRMCTBMCBMCAMCLPSLSLTGLTLRALCkWkVAkWEATHERPROOF (NEMA 3R)WPINDICATES MOUNTING HEIGHT AFFTRANSFORMER+48XFMRTIME SWITCH OVERRIDETWISTED SHIELDED PAIRVANDAL-RESISTANTUNDERWRITERS LABORATORIESSINGLE POLE SINGLE THROWTYPICAL SIMILARTELEPHONE TERMINAL CABINETVERY HIGH OUTPUTTRANSFORMER, TERMINALWATER HEATERWIDTH, WATT, WIREVOLT ALTERNATING CURRENTVOLT AMPERESUG SVC ALERT 800-642-2444UNLESS OTHERWISE NOTEDUNDERGROUND PULL SECTIONUNDERCABINET, UNDERCOUNTERTELEPHONE TERMINAL BOARDTELEPHONE COMPANYTO BE REMOVEDTELEPHONE CONDUITSLIMLINE, SWITCH LEGVOLTAGEUNDERGROUNDTIME CLOCKTRANSFORMERTIME SWITCHTELEPHONESURFACESTORAGESPECIFICATIONTTBWH-#USAVHOVACVOLTVRWVAVVOLTUONUGPSTYP SIMTTCTYPUCULUGTXTYPICALTTSPTSOTELCOTEL(TBR)-T-TSTCSURFSVCSPSTSTR'GSPECSHTSQSWSLSQUARESWITCHSERVICESHEETHIGH INTENSITY DISCHARGEFIRE ALARM CONTROL PANELHAND-OFF-AUTOINSIDE FROSTIDENTIFICATIONHIGH OUTPUTISOLATED GROUNDJUNCTION BOXHORSEPOWERHIGH PRESSURE SODIUMHIGH POWER FACTORINTERCOMFULL VOLTAGE NON-REVERSINGHEATING, AC & REFRIGFULL LOAD AMPSFUSIBLE SWITCHFURNISHED BY OTHERSHEIGHT, HIGHGANG WITH SWITCHGALVANIZED RIGID STEELGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT CIRCUIT INTERRUPTERGARBAGE DISPOSALGENERAL CONTRACTORGROUNDING CONDUCTORFLUORESCENTFORCED AIR UNITFIRE ALARM TERMINALGROUNDFLOORFAN COILCONDUITCALIFORNIA FIRE CODECA. BUILDING CODECA. ENERGY COMMISSIONCOMPACT FLUORESCENTCABINETCEILINGCA. ELECTRICAL CODECIRCUIT BREAKER, CODE BLUECATV CONDUITCABLE TELEVISIONAUTOMATIC TIME SWITCHAMERICAN WIRE GAGEAUTOMATIC TRANSFER SWITCHAMP BREAKERAUDIBLE/AUDIO VISUALALUMINUMAMP SWITCH RATINGAMPERES INTERRUPTING CAPACITYABOVE FINISH GRADEABOVE FINISH FLOORAMP FUSE, AMP FRAMEALTERNATING CURRENTAIR CONDITIONERABOVEABANDONEDAMPEREABBREVIATIONSADJACENTAS-C-CECCFCCFCLGCBCCAB'TCATVCBBILBLDGBFGCAVAWGATSATSAFAFGAICAFFAlACAC-#ABVADJABABANDAGDBASIC IMPULSE LEVELBELOW FINISH GRADEBUILDINGHOICJ-BOXIFIDIGHOAHPFHPShpHIDHACRGWSHGNDGRSGFIGFCIFLUORFVNRGGCFSFC-#FLAFLRFBOFACPFAUFATREMOTE TERMINAL UNITSTATE FIRE MARSHALRATED LOAD AMPSPLANNING & DEVELOPMENTOFFICE of STATEWIDE HEALTHOFFICE of the STATE ARCHITECTPOINT OF CONNECTIONRIGID METAL CONDUITPLUMBING CONTRACTORSHORT CKT CURRENTPOWER SECONDARYPOWER PRIMARYPUBLIC ADDRESSOUTSIDE DIAMETERREFRIGERATOROVERCURRENT PROTECTIONRAPID STARTREPLACEREQUIREDPULLBOXPULL CHAINRECEPTACLERELOCATE(D)PHOTOCELLOVERHEADOVERLOADPCREQ'DRPLCSFMSCCRLARMCRMVRTURSRMREMOVEROOMREFPOC-PP--PS-(R)RECEPTPNLph PHASEPANELOSHPDOVLDOSAPPBPCPCPAPOLEOCPOHODPHOTOVOLTAICPVPage 190 of 814
SS SS SS SS
SSSSSSSSSSSSSSSSSS SS SS24" OATTWVWVSLB
PGE
CTV
WM WM
WMPGE
CTV
PGE
WMELECELECICVWVWM
CATV
PGE TEL
GAS
EM18" PINE//////////////////8" PINE
WVSCOTREE 14"TREE 6"WSPAC BELL
COCOICVICV18" TREE18" TREE10" OAK8" TREE18" EUK26" EUK16" TREE36" TREE28" TREE24" PINE26" PINETRASHPINEOAKUTIL
2P TREE 12" & 6"///3P TREE36" BASE///////////////////////////
WLWLWLWLWLWLWLWLWLWLWLWLWL
E 6" TREE
40" TREE
CO10" TREECO4" TREETELTRASH
ICV12" TREECTV
UTIL UTIL
WMWV14" TREE
10" TREEWVWVWVUTILUTIL
WMGAS
S16" TREE8" 3P TREE8" & 14"2P TREEWMWMPAC BELLWM22" TREE
PLANTER
40" TREEWVw
TRASHPG&E PAD MOUNT TRANSFORMER50"X52" PAD AND PROTECTIVE BOLLARDSPER PG&E REQUIREMENTSEXISTING PG&E POLECHARTER TIE IN AT EXISTINGVAULT AT WEST SIDE BROAD ST.RELEVEL PULL BOXES ANDCOVERS TO BE FLUSH WITH NEWSIDEWALK.EXISTING AT&T CONDUIT.PROTECT IN PLACE. PROVIDENEW ADJACENT AT POLE.PG&E , AT&T, AND CHARTERTO REPLACE EXISTING POLEAND SERVICE DROPSPG&E , AT&T, AND CHARTERTO REPLACE OVERHEADSERVICE CABLES.CHARTER PULL BOX. 2'X3'AT&T PULL BOX. 17"X30"REMOVE AND REPLACEEXISTING CURB, GUTTER,AND SIDEWALK PER CITYSTANDARD 4220. SALVAGEGRANITE CURB TO CITYCORPORATION YARD ASDIRECTED BY THE ENGINEER(285 SQ. FT)AT&T TIE IN AT EXISTING VAULTAT WEST SIDE BROAD ST.RELEVEL PULL BOXES ANDCOVERS TO BE FLUSH WITH NEWSIDEWALK.REMOVE AND REPLACEEXISTING CURB, GUTTER,AND SIDEWALK PER CITYSTANDARD 4220. SALVAGEGRANITE CURB TO CITYCORPORATION YARD ASDIRECTED BY THE ENGINEER(270 SQ. FT.)INTERCEPT EXISTINGPRIMARY CONDUIT ANDEXTEND INTO NEW PG&EVAULT. COORDINATE WORKWITH PG&E.EXISTING PG&E VAULTC4B4A4190LF170LF160LF32'±9'±PROTECT IN PLACEROCK WALLPROVIDE 12" CLEARANCETO GAS LINES.PROVIDE 12" CLEARANCE TOGAS LINES.REMOVE EXISTINGLANDSCAPING37'±8'±REPLACE HI-VIS CROSSWALKPER CITY STANDARD 7350REMOVE EXISTING PARKINGMETERSREMOVE AND REPLACEEXISTING CURB, GUTTER,AND SIDEWALK PER CITYSTD. 4220. ADJUST UTILITYBOXES TO FINISHEDSURFACE. PAINT CURB RED.(88 SQ. FT.)11'±8'±REPLACE HI-VIS CROSSWALKPER CITY STANDARD 73504" SPARE CONDUITSTUBBED INTO PLANTERAREA FOR FUTURE USE.975696680664658PROPERTY LINE (TYP)NORTHSCALE:DRY UTILITY PLAN - BROAD AND MONTEREY STREET1" = 20'-0"OTTO ELECTRICAL, INC.SAN LUIS OBISPO, CAGOTTO@OTTOELECTRICAL.COM805.459.4329CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCultural Arts District Parking Structure - Phase 1ADry Utility UndergroundingGOGOBNBNPER PLANSJUNE 202290435-1A4Know what'sbelow.before you dig.CallRLEGEND#5 PG&E ENCLOSURE 3'X5'X3'6" INSTALLED BY CONTRACTOR PG&E CODE 025601 SPLICE BY PG&E#6 PG&E ENCLOSURE 4'X6'6"X5' INSTALLED BY CONTRACTOR PG&E CODE 041495 JAY BY PG&EEXISTING DRY UTILITY VAULT/BOX TO REMAIN. PROTECT IN PLACE. REPAIR AND REPLACE LID IF DAMAGED.1-4" CONTRACTOR INSTALLED DUCT. PG&E INSTALLED 2-1/0A EPE-CONC-ENCAP1-4" CONTRACTOR INSTALLED DUCT. PG&E INSTALLED 3-1/0A EPE-CONC-ENCAP1-5" CONTRACTOR INSTALLED DUCT. PG&E INSTALL 750A TPX1-3" CONTRACTOR INSTALLED DUCT. CHARTER INSTALLED CABLE.1-4" CONTRACTOR INSTALLED DUCT. AT&T INSTALLED CABLES.EXISTING DRY UTILITY CONDUIT TO REMAIN. PROTECT IN PLACE.EXISTING DRY UTILITY CONDUIT TO BE REMOVED. COORDINATE REMOVAL WITH UTILITY PROVIDER.EXISTING OVERHEAD CABLESEXISTING GAS UTILITY. FIELD LOCATE FOR ADDITIONAL PIPES NOT SHOWN ON DRAWING.EXISTING WATER LINE. FIELD LOCATE FOR ADDITIONAL PIPES NOT SHOWN ON DRAWING.EXISTING SEWER LINE. FIELD LOCATE FOR ADDITIONAL PIPES NOT SHOWN ON DRAWING.3DRY UTILITY PLANGENERAL NOTEA. ANY STRIPING AND PAVEMENT MARKINGS REMOVED WITHIN THE LIMITS OF WORK MUST BE REPLACED.B. ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION. NOT ALL UTILITIES ARE SHOWN. DRY UTILITIES SUCH ASCATV, TELEPHONE, FIBER, AND POWER ARE LOCATED WITHIN THE PROJECT AREA. CONTRACTOR SHALL LOCATEEXISTING UTILITIES PRIOR TO STARTING WORK, CONTRACTOR SHALL ADJUST ROUTING TO AVOID EXISTINGUTILITIES AND MAINTAIN CLEARANCES PER MOST RESTRICTIVE UTILITY STANDARDS/REQUIREMENTS.C. NOT ALL LATERALS ARE SHOWN ON PLANS. LOCATING LATERALS IS THE RESPONSIBILITY OF THE CONTRACTORAND ANY DAMAGE TO A LATERAL MUST BE REPAIRED IMMEDIATELY AND AT NO COST TO THE CITY.D. ARCHEOLOGICAL MONITORING REQUIRED FOR TRENCHING WITHIN BROAD AND MONTEREY.Page 191 of 814
TRACER WIREWARNINGTRACER TAPE2" MIN~9" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS._12"MAXP24" MINBACKFILL TRENCH PER CITYSTANDARD 6035*NOTE: BROAD AND MONTEREY IS PAVED WITH AC OVER PCC. AC OVERPCC PAVEMENT RESTORATION PER CITY STANDARD 4110 AND 602036" BELOW CROSSINGUTILITIES OR 84" BELOWTOP OF CURB,WHICHEVER IS DEEPERWARNINGTRACER TAPE2" MIN~13" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS._12"MAXS14" MINTRACER WIRET412" MINC22" MINTEE CUT WITH THE WIDTH OF THE AC CUT EXTENDED ONEFOOT EACH SIDE OF TRENCH. 6' AC TO BE CONSTRUCTEDBY PLACING 4" THICK AC (1/2" AGGREGATE), PAVING GRID(GLASGRID 8502, STARGRID G-PS 200-100, OR APPROVEDEQUAL) AND 2" AC THICK SURFACE COURSE (1/2"AGGREGATE)BACKFILL TRENCH PER CITYSTANDARD 603536" BELOW CROSSINGUTILITIES OR 84" BELOWTOP OF CURB,WHICHEVER IS DEEPERWARNINGTRACER TAPE2" MIN~13" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS._12"MAX4" MINTRACER WIRET4C22" MINBACKFILL TRENCH PER CITYSTANDARD 6035TRENCHING WITHIN STREETSECTION PER CITY STANDARD6020 CASE 2.*NOTE: BROAD AND MONTEREY IS PAVED WITH AC OVER PCC. AC OVERPCC PAVEMENT RESTORATION PER CITY STANDARD 4110 AND 602036" BELOW CROSSINGUTILITIES OR 84" BELOWTOP OF CURB,WHICHEVER IS DEEPEROTTO ELECTRICAL, INC.SAN LUIS OBISPO, CAGOTTO@OTTOELECTRICAL.COM805.459.4329CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCultural Arts District Parking Structure - Phase 1ADry Utility UndergroundingGOGOBNBNPER PLANSJUNE 202290435-1A4Know what'sbelow.before you dig.CallR4ELECTRICAL DETAILSATRENCH SECTION B DETAILNTSTRENCH SECTION A DETAILSCALE: NTSBTYPICAL BOLLARD DETAIL1NTSNOTE: EXACT LOCATIONS OF PIPE BOLLARDSSHALL BE FIELD COORDINATED AND LOCATEDAROUND EQUIPMENT SO THAT DOORS FULLYOPEN AND WORKING CLEARANCES AREPRESERVED.3"12"32"42"UNREINFORCED CONCRETEFOOTINGFINISHED GRADE4" DIAMETER STEEL POSTFILLED WITH CEMENT GROUT,PAINT EXTERIOR SURFACE OFPOST YELLOW.REFLECTIVE TAPE (TYPICAL)SCALE:TRENCH SECTION C DETAILNTSCSCALE:6"GROUT24"-36"CRUSHED ROCK SUMP (18" MIN DEPTH)BELL END2" DIA DRAIN6"HOLEFINISHED GRADEREINFORCED CONCRETE ORPOLYMER COVER (TO SUITAPPLICATION). LABEL COVERPER UTILITY REQUIREMENTS.PRECAST REINFORCEDCONCRETE ORPOLYMER CONCRETEBOX. SIZE PER PLANS.SEAL AROUNDCONDUIT, BOX ANDEXTENSION JUNCTION.PRECASTREINFORCEDEXTENSION#15 ROOFING PAPERBETWEEN GROUT ANDCRUSHED ROCK2TYPICAL AT GRADE PULL BOX DETAILSCALE: NTS*TRENCH DEPTH NOTE:DEPTH OF CONDUITS ARE SHOWN AS MINIMUMS. IN ORDER TOAVOID OTHER UTILITY CROSSINGS THAT THE DEPTH OFTRENCH MAY NEED TO BE INCREASED TO PROVIDE SUFFICIENTCLEARANCE BELOW EXISTING UTILITIES AS DIRECTED BY THEENGINEER.Page 192 of 814
AREA OF DISTURBANCE:1.2 ACRESMAXIMUM CUT HEIGHT: 16 FEETMAXIMUM FILL HEIGHT: 0 FEETRAW CUT:13,000 CUBIC YARDSRAW FILL:0 CUBIC YARDSADJUSTED FILL:(ASSUMED 15% SHRINKAGE)0 CUBIC YARDSNET QUANTITY:13,000 CUBIC YARDS EXPORTREPORT NAME: GEOTECHNICAL ENGINEERING REPORT: PALM-NIPOMOSTREET PARKING STRUCTURE AND REPERTORY THEATERDATE: DECEMBER 13, 2019 (REVISED JANUARY 7, 2020)PREPARER: NICK ZOETEWEYLICENSE: C-79891FIRM: EARTH SYSTEMS PACIFIC4378 OLD SANTA FE ROADSAN LUIS OBISPO, CA 93401P: (805) 544-3276GEOTECHNICAL REPORTTHE PROJECT CONSISTS OF DEMOLITION, CLEARING, ROUGH GRADING,TEMPORARY AND PERMANENT SHORING (BY OTHERS), UNDERGROUNDSTORMWATER STORAGE CHAMBERS FOR THE FUTURE PARKINGSTRUCTURE, SLO REPERTORY THEATRE, LINER BUILDING. FUTURE ON-SITEBUILDINGS, PRECISE GRADING, LANDSCAPE AND FRONTAGEIMPROVEMENTS ARE PART OF PHASE 2 AND UNDER SEPARATE COVER.BUILDING OUTLINES ARE SHOWN HEREIN FOR REFERENCE ONLY ANDARE NOT INCLUDED IN THIS PHASE OF THE PROJECT.CITY PROJECT NUMBER: __________ (PENDING)THE PROJECT CREATES AND/OR REPLACES GREATER THAN22,500 SQUARE FEET OF IMPERVIOUS AREA AND SUBSEQUENTLYCOMPLIES WITH CENTRAL COAST POST-CONSTRUCTIONSTORMWATER REQUIREMENTS PER RESOLUTION R3-2013-0032.SITE AREA OF DISTURBANCE: 1.2 ACRESWDID NUMBER: __________ (PENDING)PROJECT DESCRIPTIONSTORMWATER COMPLIANCEC-1.1PROJECT SITENOT TO SCALERRM CIVIL SHEETSC-1.1 TITLE SHEETC-1.2 GENERAL NOTESC-2.1 EXISTING CONDITIONSC-2.2 DEMOLITION PLANC-4.1 ROUGH GRADING PLANC-4.2 PERMANENT SHORING PROFILEC-8.0 EROSION CONTROL NOTESC-8.1 EROSION CONTROL PLANC-9.1 CONDITIONS OF APPROVALC-9.2 CONDITIONS OF APPROVALC-9.3 CONDITIONS OF APPROVALC-9.4 CONDITIONS OF APPROVALC-9.5 CONDITIONS OF APPROVALEDP CIVIL SHEETSD-1.0 NOTESD-2.0 RETAINING WALLS PLAN AND PROFILESD-3.0 STORM DRAIN PLAND-4.0 DETAIL SHEETD-4.1 DETAIL SHEETD-4.2 DETAIL SHEETD-4.3 DETAIL SHEETFUTUREPARKINGSTRUCTUREFUTURE SLOREP THEATREIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICEALERT" (U.S.A.) TOLL FREE AT (800) 642-2444 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FORLOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR ORPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER,DRAINAGE OR UNDERGROUND FACILITIES.REFERENCE DOCUMENTS:SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS: AUGUST 2020 EDITIONALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES:2019 CALIFORNIA RESIDENTIAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS2019 CALIFORNIA GREEN BUILDING STANDARDS2019 CALIFORNIA ADMINISTRATIVE CODE (CAC)TITLE 24, PART 1 CALIFORNIA CODE OF REGULATIONS (CCR)2019 CALIFORNIA BUILDING CODE (CBC)TITLE 24, PART 2 CCR BASED ON 2012 IBC AND 2016 CA AMENDMENTS2019 CALIFORNIA REFERENCE STANDARD CODETITLE 24, PART 12 CCRREFERENCE NOTESEARTHWORK QUANTITIESPALM STREETNIPOMO STREETDANA STREETMONTEREY STREETAPN 002-412-001 (609 PALM STREET)APN 002-412-002 (972 NIPOMO STREET)APN 002-412-003 (633 PALM STREET)APN 002-412-004 (630 MONTEREY STREET)APN 002-412-011 (970 NIPOMO STREET & 610 MONTEREY STREET)(2 ADDRESSES ON 1 APN)APN 002-412-012 (614 MONTEREY STREET)APN'S AND ADDRESSESTHE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINEOF NIPOMO STREET BETWEEN FOUND MONUMENTS, BEARINGBEING N36°15'10"W PER R1.THE BENCHMARK FOR THIS PROJECT BEING CITY OF SLOBENCHMARK NO. 372, A LEAD AND TACK ON THE WESTERLYCURB 50 FEET (15 M) NORTH OF THE NWC OF NIPOMO & DANA,ELEVATION BEING 190.00 FEET (NAVD88).Reference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSOCONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.2. THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THETIME OF BID OPENING.index to planssheet no. descriptiongeneral notes:datum:san luis obispo county, californiaAPPROVED BYSPECIFICATION NO. DATE SHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved DateFILE NO./LOCATION[MO DAY, YEAR]No. C 79870CULTURAL ARTS DISTRICT PSPHASE 1B ON-SITE IMPROVEMENT PLANSCITY OF SAN LUIS OBISPO, CACOUNTY OF SAN LUIS OBISPOrrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 9340106/06/2022Page 193 of 814
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-1.X Title and General Notes.dwg, C-1.2, Jun 06, 2022 6:08pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CA1. NO CONSTRUCTION SHALL START WITHOUT PLANS APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST TWENTY-FOURHOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BEREJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.2. A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM,THE ASSIGNED BUILDING INSPECTOR, PUBLIC WORKS INSPECTOR, NATURAL RESOURCE MANAGER, AND CONTRACT PLANNER SHALL BE INCLUDED IN THIS MEETING TODISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES.3. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT CITY STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECTTO THE APPROVAL OF THE CITY ENGINEER.4. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT (SEE TITLE SHEET FOR GEOTECHNICALENGINEER CONTACT AND REPORT DETAILS).5. RECORD PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORDPLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE.6. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION.7. NOT USED.8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. EXISTINGUTILITIES AND IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS ARE FROM RECORD SOURCES AND WERE SHOWN FOR DESIGN PURPOSES ONLY.9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION BY THE CONTRACTOR.10. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE STARTOF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO TEN WORKING DAYS.11. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES ANDRELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTED.12. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT-OF-WAY. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT ISNOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALKUNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTIONSTAGING IN THE RIGHT-OF-WAY. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKSDEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS.13. CONTACT PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7200 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTIONS ORFINAL INSPECTIONS.14. THE CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE DESIGNENGINEER FOR THE RECORD DRAWINGS.15. ANY PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTEDBY THE CITY INSPECTOR.16. THE DESIGN OF THE SURFACE IMPROVEMENTS IS BASED ON THE CITY'S RECORD INFORMATION (SURVEYS AND DRAWINGS). IMMEDIATELY AFTER THE CONSTRUCTIONCONTRACT IS AWARDED, THE CONTRACTOR SHALL VERIFY THE RELATIVE ELEVATIONS AS SPECIFIED ON THESE PLANS AND NOTIFY THE DESIGN ENGINEER. THECONSTRUCTION DRAWINGS ELEVATIONS WILL THEN BE MODIFIED ACCORDINGLY, AND A REVISED SET FURNISHED TO THE CONTRACTOR. THE CONTRACTOR WILL BEHELD RESPONSIBLE FOR ANY REQUIRED REWORK IF CONSTRUCTION BEGINS WITHOUT VERIFYING THE SPECIFIED ELEVATIONS AND NOTIFYING THE DESIGN ENGINEER.17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEYMONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AND CITY STANDARDS AT THECONTRACTOR'S EXPENSE.18. ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE TIME OF THE FOUNDATION INSPECTION REQUEST.19. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF A PEDESTRIAN PROTECTION PLAN IN CONFORMANCE WITH THE CALIFORNIABUILDING CODE.20. A COMPACTION REPORT SHALL BE PROVIDED BY A SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WERE PREPARED IN ACCORDANCE WITH THE PROJECTSOILS REPORT.21. IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROM CITY ENVIRONMENTAL COMPLIANCE MAY BE REQUIRED.22. CONTRACTOR SHALL PROVIDE A TRAFFIC AND PEDESTRIAN CONTROL PLAN TO BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVALPRIOR TO ENCROACHMENT PERMIT ISSUANCE.23. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY DEPARTMENT OF PUBLIC WORKS MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THATMAY ARISE IN THE FIELD. REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER.24. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THEPUBLIC WORKS DIRECTOR.25. DIGITAL DRAWINGS OF HORIZONTAL CONTROL PROVIDED TO SURVEY FOR PURPOSE OF CONSTRUCTION.26. CONTRACTOR SHALL ADHERE TO ALL NOTES AND DETAILS PRESENTED ON THE EROSION CONTROL PLAN AND NOTES SHEETS.1. ALL GRADING SHALL BE IN CONFORMANCE WITH THE CITY GRADING ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN, AND THERECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS ENGINEER.2. ALL EXPORT MATERIAL SHALL BE DISPOSED OF TO THE SATISFACTION OF THE CITY GRADING INSPECTOR.3. DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH CITY GRADING ORDINANCE AND COUNTY APCD REQUIREMENTS.4. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE JOBSITE AND THAT HE/SHE SHALL AT HIS/HER EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITEWHICH ARE DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS/HER OPERATIONS.5. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1). UNLESS OTHERWISE APPROVED BY THE SOILS ENGINEER.6. MINIMUM DRAINAGE GRADIENT OF 5% IS REQUIRED FOR A MINIMUM OF10' AWAY FROM THE BUILDING PAD/FOUNDATION IN ACCORDANCE WITH THE BUILDINGCODES FOR LANDSCAPED AREAS ADJACENT TO BUILDINGS (SEE CBC SECTION 1804.3)7. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEERPRIOR TO FINAL INSPECTION.8. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING THEMATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.9. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OFTHE NEXT MATERIAL. GRADING AND COMPACTIONS REQUIREMENTS SHOULD BE AS PER THE RECOMMENDATIONS OF THE SOILS ENGINEER REPORT AND/OR CITYSTANDARDS.10. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% INTHE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW,UNLESS OTHERWISE NOTED (i.e. BIO-RETENTION AREAS). ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90%RELATIVE COMPACTION.11. FINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH CHAPTER 18 OF THE CBC12. DURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE APPLICANT SHALL IMPLEMENT THE FOLLOWING PARTICULATE (DUST) CONTROL MEASURES, THESEMEASURES SHALL BE SHOWN ON THE GRADING AND BUILDING PLANS. IN ADDITION, THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TOMONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERING AS NECESSARY, TO PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALLINCLUDE HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE PROVIDED TOTHE APCD PRIOR TO COMMENCEMENT OF CONSTRUCTION.A. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERINGFREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED (NON POTABLE) WATER SHALL BE USED WHENEVER POSSIBLE.13. CONSISTENT WITH THE ARCHAEOLOGICAL PRESERVATION PROGRAM GUIDELINES, A QUALIFIED ARCHAEOLOGIST SITE MONITOR SHALL BE PRESENT DURING SITEDISTURBANCE ACTIVITIES ASSOCIATED WITH THE CONSTRUCTION PROJECT. IF EXCAVATIONS ENCOUNTER SIGNIFICANT PALEONTOLOGICAL RESOURCES,ARCHAEOLOGICAL RESOURCES OR CULTURAL MATERIALS, THEN CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THEM SHALL CEASE UNTIL THE EXTENT OF THERESOURCE IS DETERMINED AND APPROPRIATE PROTECTIVE MEASURES ARE APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR. THE COMMUNITYDEVELOPMENT DIRECTOR SHALL BE NOTIFIED OF THE EXTENT AND LOCATION OF DISCOVERED MATERIALS SO THAT THEY MAY BE RECORDED BY A QUALIFIEDARCHAEOLOGIST. IF PRE-HISTORIC NATIVE AMERICAN ARTIFACTS ARE ENCOUNTERED, A NATIVE AMERICAN MONITOR SHOULD BE CALLED IN TO WORK WITH THEARCHAEOLOGIST TO DOCUMENT AND REMOVE THE ITEMS. DISPOSITIONS OF ARTIFACTS SHALL COMPLY WITH STATE AND FEDERAL LAWS.14. ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATER AND AREAS USED TO CONVEY CONCENTRATED DRAINAGE SHALL BEPREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO A REQUEST FOR FINALINSPECTION APPROVALS.15. ALL ACTIVITIES ASSOCIATED WITH CONSTRUCTION AND OPERATION SHALL COMPLY AT ALL TIMES WITH ALL CURRENT APCD RULES AND REGULATIONS AS APPLICABLE,INCLUDING BUT NOT LIMITED TO PM-10, NOx EMISSIONS, BEST AVAILABLE CONTROL TECHNOLOGIES, CONSTRUCTION ACTIVITY MANAGEMENT PLANS, AND PHASINGTECHNIQUES.16. A FIRE DEPARTMENT PERMIT IS REQUIRED IF FUEL IS STORED ON-SITE.17. TRACKING ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE MINIMIZED. THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST,MUD, AND CONSTRUCTION. DEBRIS AT THE END OF EACH WORKING DAY.1. THIS EXISTING CONDITIONS AND SITE PREPARATION PLAN (DEMOLITION PLAN) WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT ANDTHE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOCAREFULLY EXAMINE THE SITE AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.2. DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST VERSION OF THE UNIFORM BUILDING CODE, TITLE 24, AND ALL WORK SHALL BE SUBJECTTO THE APPROVAL OF THE ENGINEER OF RECORD.3. NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE OWNER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING DEMOLITION.4. THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS AS REPRESENTED ON THESE PLANS UNLESS OTHERWISE NOTED.5. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THESATISFACTION OF THE CITY.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE RELOCATED.7. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER.8. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE REMOVED FROM THE SITE TO AN APPROVED DUMP SITE AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISENOTED.9. ALL HAZARDOUS MATERIALS SHALL BE REMOVED PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THAT MATERIAL BY A LICENSED ABATEMENTCONTRACTOR.10. IF ASBESTOS IS FOUND IN THE EXISTING STRUCTURES TO BE DEMOLISHED, THEN ASBESTOS MUST BE REMOVED IN ACCORDANCE WITH APPLICABLE CITY, COUNTY,STATE AND FEDERAL GUIDELINES OR REQUIREMENTS. REMOVAL OF ASBESTOS MATERIAL SHALL BE COMPLETED BY A CONTRACTOR LICENSED TO HANDLE ASBESTOSMATERIAL.11. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TOTHE CITY. AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP WORK" NOTICE. SAIDNOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWERFACILITIES SHALL NOT BE PERMITTED.12. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND LOCATED ON THE DRAWINGS OF RECORD BY THE CONTRACTOR WHICH WILL BE SUPPLIED TO BOTHTHE ENGINEER OF RECORD AND THE OWNER AT THE CONCLUSION OF THE DEMOLITION WORK.13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES ANDIMPROVEMENTS SHOWN ON THESE PLANS ARE FROM RECORD SOURCES SURVEYS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY.14. THE CONTRACTOR SHALL ONLY REMOVE THOSE UNDERGROUND FACILITIES SPECIFICALLY NOTED FOR REMOVAL. DAMAGE TO EXISTING FACILITIES TO REMAINSHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.15. THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION.16. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION.FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO 10 WORKING DAYS.17. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES, RESIDENTIAL AREAS OR ON-SITE FACILITIES OUTSIDE THELIMITS OF DEMOLITION.18. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.19. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.20. CONTRACTOR TO REMOVE AND DISPOSE OF ALL WOOD, CONCRETE, AC PAVING, AGGREGATE BASE, AND VEGETATION AS SHOWN UNLESS OTHERWISE NOTED ONTHE PLANS.21. REMOVE TREES, TOGETHER WITH THE BULK OF THE ROOTS, TO A MINIMUM DEPTH OF 4 FEET BELOW EXISTING GRADE AND WITHIN A RADIUS OF 7 FEET BEYOND THEPERIMETER OF THE TRUNK AT GROUND LINE.22. FILL AND COMPACT HOLES RESULTING FROM TREES AND TREE STUMP REMOVAL TO REQUIRED DENSITY. FILLING SHALL NOT BE DONE UNTIL HOLES HAVE BEENAPPROVED BY THE OWNER'S REPRESENTATIVE.23. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY AND COUNTY APCD.24. CONTRACTOR TO DISPOSE OF ALL MATERIALS PER CONSTRUCTION AND DEMOLITION RECYCLING PLAN FOR THIS PROJECT.25. PROTECT EXISTING FACILITIES OUTSIDE THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED.26. TREE REMOVALS MAY REQUIRE APPROVAL BY THE CITY ARBORIST. CONTACT THE CITY ARBORIST TO REVIEW ANY PROPOSAL FOR TREE REMOVALS AND TO INITIATEAN APPLICATION FOR A TREE REMOVAL PERMIT IF APPLICABLE.27. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURINGALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.UTILITY NOTESGENERAL NOTES GRADING NOTESDEMOLITION NOTES1. UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION OFEXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THECONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OFRECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS, ETC., PRIOR TOCONTINUING WORK.2. THE ENGINEERED DRY UTILITY PLANS WILL BE A DEFERRED SUBMITTAL ITEM. THE ENGINEERED DRY UTILITY PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TOREVIEW FOR CONFORMANCE WITH THE APPROVED PLANS. THE DEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO THE CITY FOR REVIEW AND APPROVAL PRIORTO COMMENCING ANY ON-SITE OF OFF-SITE UTILITY CONSTRUCTION.3. ALL WATER VALVES THAT ARE DEEPER THAN 4' SHALL BE A EQUIPPED WITH A STEEL VALVE STEM EXTENSION THAT WILL ALLOW VALVE OPERATION WITH STANDARDLENGTH VALVE KEY. VALVE OPERATING NUTS SHALL BE BETWEEN 2' TO 4' BELOW GRADE. THE STEEL VALVE STEM EXTENSION SHALL BE STEEL ONLY BY PIPE LINEPRODUCTS OR APPROVED EQUAL. PROTECT ALL BURIED METALS FROM CORROSION PER HDR CORROSION CONTROL RECOMMENDATIONS (TYP).4. THE DRY UTILITY SERVICE LINES AND BOXES SHOWN IN THESE PLANS ARE SCHEMATIC AND BASED ON PROVIDED PLANS FROM THE UTILITY PROVIDER. THECONTRACTOR IS REQUIRED TO OBTAIN THE FINAL PLANS FROM THE UTILITY PROVIDER AND VERIFY THE FINAL ALIGNMENT PER THEIR APPROVED PLANS PRIOR TOCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ROUTING THE SERVICE WIRE THROUGH THE CONDUIT RUNS TO PROVIDE SERVICE TO THE SHOWN EQUIPMENT.ABBREVIATIONSAB AGGREGATE BASEAC ASPHALT CONCRETEAP ANGLE POINTARV AIR RELEASE VALVEBCR BEGIN CURVEBW BACK OF WALKCB CATCH BASINCL/CL. CENTERLINE/CLASSCMP CORRUGATED METAL PIPECONC. CONCRETEDBH DIAMETER AT BREAST HEIGHT [OF A TREE]DI DRAIN INLETDIP DUCTILE IRON PIPEEG EXISTING GRADEEX. EXISTINGELEV ELEVATIONFDC FIRE DEPARTMENT CONNECTIONFG FINISHED GRADEFL FLOWLINEFS FINISHED SURFACEFP FINISHED PADFW FIRE WATERHP HIGH POINTIPS IRON PIPE SIZEJT JOINT TRENCHLP LOW POINTEL. MAXIMUMMIN. MINIMUMNTS NOT TO SCALEPL PROPERTY LINEPCL PARCELPCC PORTLAND CEMENT CONCRETEPOC POINT OF CURVE/POINT OF CONNECTIONPOT POINT OF TANGENTPRC POINT OF REVERSE CURVEROW RIGHT OF WAYRET. WALL RETAINING WALLRP REDUCED PRESSURERW RECYCLED WATERSD STORM DRAINSFM SEWER FORCE MAINSL STREET LIGHT/SERVICE LATERALSS SANITARY SEWERSTA STATIONSTD. STANDARDTBD TO BE DETERMINEDTBM TEMPORARY BENCHMARKTC TOP OF CURBTF TOP OF FOOTINGTP TOP OF PAVEMENTTG TOP OF GRATETYP. TYPICALTW TOP OF WALLUON UNLESS OTHERWISE NOTEDW WATERWSE WATER SURFACE ELEVATIONGENERAL NOTESC-1.2Page 194 of 814
APN: 002-421-001SAN LUIS OBISPOCHILDREN'S MUSEUM(NOT A PART)MIXED-USE/ HOTEL(FUTURE PROJECT)APN: 002-421-033LEITCHERBUILDING(NOT A PART)APN: 002-412-013HAYS-LATIMER ADOBE(PRIVATE RESIDENCE)(NOT A PART)APN: 002-412-005APARTMENTS(NOT A PART)APN: 002-401-010REIS FAMILYMORTUARY(NOT A PART)APN: 002-402-015CENTRAL COASTREALTY GROUP(NOT A PART)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSWWWWWWWWWWWWWWWWWWWWWWWWWPALM STREETMONTEREY STREETNIPOMO STREETDANA STREETN53°05'37"E 214.61'N36°28'15"W 279.70'N53°36'43"E 213.48'N36°15'10"W 281.64'SSMHRIM = 188.15'INV = 178.1'SSMHRIM = 188.13'INV = 179.4'SSMHRIM = 190.66'INV = 182.8'SSMHRIM = 193.14'INV = 178.5'SSMHRIM = 202.15'INV = 191.44'16" TREE6" TREE6" TREE16" TREE10" TREE16" TREE16" TREE40" TREE28" TREE36" OAK TREE12" TREE3-12" TREES12" TREE8" TREE12" TREE6" TREE2-6" TREE6" TREE10" TREE6" TREE6" TREE4" TREEAPN: 002-412-003APN: 002-412-004APN: 002-412-001APN: 002-412-002APN: 002-412-011APN: 002-412-012GGGGGGGGGGGGGGGGGGGGGGGGGGOHOHOHOHOHOH OH
OH
OHOHOHOHFIRE HYDRANTWATER VALVEWATER METERDOUBLE DETECTOR CHECK VALVEIRRIGATION VALVEGAS METERSEWER MANHOLESEWER CLEANOUTSTREET/PARKING LIGHTPOWER POLEGUY WIRETELEPHONE MANHOLEPARKING METERSIGNCURBCURB & GUTTERRETAINING WALLFENCEAC BERMEDGE OF PAVEMENTWATER LINEGAS LINESEWER LINEOVERHEAD LINEBRICK/STONEGSLBSTREET LIGHT BOXTELTELEPHONE BOX/VAULTPEDTELEPHONE PEDESTALPGEELECTRICAL BOX/VAULTTRANSELECTRICAL TRANSFORMERCATVCABLE TELEVISION BOXUTILUTILITY BOX/VAULTWMGMWSSOHCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-2.1 Existing Conditions.dwg, C-2.1, Jun 06, 2022 6:08pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAEXISTING CONDITIONSC-2.10feet40SCALE: 1" = 20'2060EXISTING CONDITIONS LEGENDPage 195 of 814
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSOHOHOHWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWOHOHOHOHOHOHOHOHOHOH APN: 002-421-001SAN LUIS OBISPOCHILDREN'S MUSEUM(NOT A PART)MIXED-USE/ HOTEL(FUTURE PROJECT)APN: 002-421-033LEITCHERBUILDING(NOT A PART)APN: 002-412-013HAYS-LATIMER ADOBE(PRIVATE RESIDENCE)(NOT A PART)APN: 002-412-005APARTMENTS(NOT A PART)APN: 002-401-010REIS FAMILYMORTUARY(NOT A PART)APN: 002-402-015CENTRAL COASTREALTY GROUP(NOT A PART)19019119319519519319
1
192192199 203204205202200198196192189188189190
191192193196195198200202191196194N36°15'10"W 281.64'N53°05'37"E 214.61'N36°28'51"W 279.70'N53°36'43"E 213.48'3333333333333311333334444446665555566107101010888881099999APPROXIMATE BUILDINGENVELOPE SHOWN FORREFERENCE ONLYAPPROXIMATE BUILDINGENVELOPES SHOWNFOR REFERENCE ONLYPROPOSED TREEPROTECTIONFENCINGXXXX X XX X X
XXXXXXXXXXXXXXXX
X X
X
XXXXXXXX1077722101055555555NOTES1.DEMOLITION PLAN APPLIES TO EXISTING ON-SITE COMPONENTS, INFRASTRUCTURE,AND APPURTENANCES ONLY. ALL FRONTAGE AND OFF-SITE ITEMS ARE SHOWNFOR REFERENCE ONLY (SEE NOTE 2).2. CONTRACTOR SHALL REFER TO PROPOSED FRONTAGE IMPROVEMENT PLANSAND DRY UTILITY HANDOUT PACKAGES PREPARED BY PG&E (AND OTHERS) FORALL DEMOLITION WORK ALONG PROJECT FRONTAGE, UNDERGROUNDRELOCATION OF EXISTING UTILITIES, AND EXTENTS OF PRESERVATION OF EXISTINGINFRASTRUCTURE AND APPURTENANCES.3. CONTRACTOR SHALL PROTECT EXISTING PUBLIC INFRASTRUCTURE THAT IS TOREMAIN FROM DAMAGE BY HEAVY LOADING AND/OR EQUIPMENT DURING THECOURSE OF CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT OWNER'S EXPENSE,ANY AND ALL DAMAGE TO PUBLIC INFRASTRUCTURE INCURRED DURING AND/ORDUE TO CONSTRUCTION, TO THE SATISFACTION OF THE RESPECTIVE PERMITTINGAGENCY.4. CONTRACTOR IS RESPONSIBLE FOR CALLING 811 OR 1-800-642-2444 BEFORE ANYTRENCHING OR EXCAVATION WORK.5.ALL EXISTING ON-SITE MISCELLANEOUS INFRASTRUCTURE AND APPURTENANCESTO BE REMOVED AND PROPERLY DISPOSED BY CONTRACTOR. CONTRACTORSHALL COORDINATE WITH CITY TO SALVAGE PARKING STALL CONCRETE WHEELSTOP BUMPERS AND PARKING METERS.6. ALL EXISTING ON-SITE UNDERGROUND UTILITY SERVICES TO BE REMOVED,STUBBED, AND CAPPED AT PROJECT FRONTAGE.7.CLEAR AND GRUB ALL EXISTING VEGETATION, GRASSES AND SHRUBS PRIOR TOEARTHWORK OPERATIONS.8. REFER TO PROJECT SWPPP AND WATER POLLUTION CONTROL DRAWINGS(WPCDS) FOR SITE PREPARATION, MOBILIZATION, STORMWATER REQUIREMENTSAND ALL SITE EROSION/SEDIMENTATION CONTROL BMPS.9. REFER TO TREE PLAN BY LANDSCAPE FOR REMOVAL OF ON- AND OFF-SITE TREES.10. ANY HISTORIC MATERIALS SHALL BE NOTED AND SHALL INCLUDE A MATRIX OF THEPROPOSED DISPOSITION. UNLESS OTHERWISE PROPOSED OR REQUIRED TO BERE-USED WITHIN THE PROJECT, THE HISTORIC GRANITE CURBING, WALLS, ANDSTAIRS LOCATED ON THE PROJECT SITE SHALL BE PRESERVED AND DELIVERED TOAN APPROVED LOCATION TO THE SATISFACTION OF THE CITY.11.REFER TO LANDSCAPE TREE PROTECTION PLAN SHEET LP-1.3 FOR ALL EXISTINGTREE TYPES AND SIZES. NO GRADING, TRENCHING, OR GROUND DISTURBINGACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TOREMAIN (TYP) UNLESS OTHERWISE SHOWN PER PLAN.DEMOLITION NOTESPROTECT EXISTING TREE IN PLACE. REFER TO LANDSCAPE TREE PLAN.PROTECT PORTION OF EXISTING BLOCK WALL EXTENDING TO LIMITS OF PROPOSEDTEMPORARY SHORING.REMOVE AND PROPERLY DISPOSE OF EXISTING TREE. REFER TO LANDSCAPE TREEPLAN.REMOVE AND PROPERLY DISPOSE OF EXISTING ASPHALT PAVING.REMOVE AND PROPERLY DISPOSE OF EXISTING CONCRETE STRUCTURES.REMOVE AND PROPERLY DISPOSE OF EXISTING BUILDING STRUCTURES, FOUNDATIONSAND APPURTENANCES.SAFELY REMOVE AND PRESERVE EXISTING HISTORIC BISHOP PEAK GRANITE CURB(APPROXIMATE LENGTH=56.5-FEET). STOCKPILE ON-SITE FOR FUTURE USE BYREPERTORY THEATRE LANDSCAPE ARCHITECT, OR COORDINATE WITH CITY TOPRESERVE AND DELIVER TO AN APPROVED LOCATION TO THE SATISFACTION OF THECITY. (SEE ALSO NOTE #10).REMOVE AND PROPERLY DISPOSE OF EXISTING BRICKWORK.REMOVE AND PROPERLY DISPOSE OF EXISTING FENCE AND FOUNDATIONS.REMOVE AND PROPERLY DISPOSE OF EXISTING BLOCK WALL AND FOUNDATIONS.12345678910DEMOLITION QUANTITIES±5,600 SF RESIDENTIAL BUILDING±29,200 SF ASPHALT PAVING±1,300 SF BRICK PAVING±3,600 SF CONCRETE FLATWORK±1,300 LF 6" CURB±56.5LF HISTORIC GRANITE CURBING (SEE NOTE 10 AND DEMOLITION NOTE 7)±650 LF BLOCK WALL±500 LF FENCE32 TREESCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-2.2 Demolition.dwg, C-2.2, Jun 06, 2022 6:08pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CADEMOLITION PLANC-2.20feet40SCALE: 1" = 20'2060NOTE:THESE QUANTITIES ARE FOR REFERENCE ONLY.IT IS THE CONTRACTOR'S RESPONSIBILITY TODETERMINE ACTUAL QUANTITIES.NOTE:ALL EXISTING ON-SITE UNDERGROUND UTILITYSERVICES TO BE REMOVED, STUBBED ANDCAPPED AT PROJECT FRONTAGE.Page 196 of 814
Page 197 of 814
Page 198 of 814
FLOWSE-10 TYPICAL PROTECTION FOR INLET ON SUMP-NTS-EDGE OF PAVEMENTFLOWHALF-FILLED GRAVEL BAGS(2-BAGS HIGH)SPILLWAY,1-BAG HIGHEDGE OF PAVEMENTFLOWFLOWHALF-FILLED GRAVEL BAGS(2-BAGS HIGH)SPILLWAY,1-BAG HIGHSE-10 TYPICAL PROTECTION FOR INLET ON GRADE-NTS-NOTES:1. INTENDED FOR SHORT TERM USE2. USE TO INHIBIT NON-STORM WATER FLOWS3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE5. NOT APPLICABLE IN AREAS WITH HIGH SILTS & WITHOUT FILTER FABRICSE-10 STORM DRAIN INLET PROTECTION TYPE-3-NTS-DITCH12" MIN UNLESS OTHERWISE SPECIFIEDBY A GEOTECHNICAL ENGINEERCONCRETEWASHOUT3'INSTALLATION TABLESLOPEROLL INTERVAL4:1 OR FLATTER 20' O.C.BETWEEN 2:1 AND 4:1 15' O.C.2:1 AND STEEPER 10' O.C.STRAW BALE(TYP)STAKE (TYP)STAPLE DETAIL4"18" DIA.STEEL WIRE2"10 MLPLASTICLININGVARIES10' MIN."ABOVE GRADE"WITH STRAW BALES-NTS-PLYWOOD48" X 24"PAINTED WHITEBLACK LETTERS5" HEIGHT0.5" LAGSCREWSWOOD POST3' x 3" x 8'3'CONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)BINDING WIRESTRAW BALE(TYP)WOOD ORMETAL STAKES(2 PER BALE)SECTION B-B-NTS-NATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)10 MLPLASTIC LININGNOTES:1. ACTUAL LAYOUT DETERMINED IN FIELD2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITYINLETHALF-FILLED GRAVEL BAGS2-BAGS HIGH(NO GAPS BETWEEN BAGS)CONCRETE WASTE MANAGEMENT WM-8-NTS-SE-10 STORM DRAIN INLET PROTECTION [ALTERNATE]-NTS-CRUSHED AGGREGATEGREATER THAN 3" BUTSMALLER THAN 6"ORIGINALGRADESECTION A-A-NTS-MATCH EXISTING GRADE30'50'OR (4x) THE CIRCUMFERENCEOF THE LARGESTCONSTRUCTION VEHICLE TIRE,WHICHEVER IS GREATER.PLANTC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT-NTS-AABBCURB & GUTTERHALF-FILLEDGRAVEL BAGS 50' O/C TYP.IN FLOW LINES OF GUTTER.(NO GAPS BETWEEN BAGS)SE-6 GRAVEL BAGS IN FLOW LINE DETAIL-NTS-NOTES:PLACE STRAW WATTLE IN TRENCH. WATTLE TO BE TIGHTLY BUTTED END TOEND BUT NOT OVERLAPPING. MINIMUM 6 STAKES PER 25' OF WATTLE.SE-5 STRAW WATTLE DETAIL-NTS-3"-5"TRENCH9" Ø x 25' LONGSTRAW WATTLE34" x 2" x 2' WOOD STAKE INCENTER OF WATTLE (2" - 3"EXPOSED AFTER DRIVINGSTAKE)FILTERFABRICOAKPOSTTOE-INDRAW CORDNETTINGOAK POSTFILTER FABRICTOE-INSE-1 PRE-ASSEMBLED SILT FENCE-NTS-INSTALLATION PROCEDURES:1. DIG A 6" x 6" TRENCH AT DESIRED FENCE LOCATION2. UNROLL SILT FENCE ALONG TRENCH3. DRIVE STAKES INTO THE DOWNHILL SIDE OF TRENCH WITH NETTING AND STAKES FACING THE DOWNHILL SIDE.4. LAY THE BOTTOM 6" OF FABRIC INTO THE TRENCH AND FILL WITH TOP SOIL FOR PROPER TOE-IN.5. DRAW TENSION CORD AT TOP OF FENCE AND TIE TO END STAKES.4' MAXCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-8.0 Erosion Control.dwg, C-8.0, Jun 06, 2022 6:08pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAEROSION CONTROL NOTESC-8.0MARSHPACIFICOLNTAINBROAD
HILLU.S.101HIGHWAYHIGUERAMONTEREYPEACHMOUNHILLSANTA ROSAPALMMILL
NIPOM
OMILLPALM MONTEREYBRIZZOLARADANAGARDENOSOSMORROCHORRO
HIGUERACOURTBROADWALNUTMORROOSOS
LINCJOHNSONPEPPER PISMOSANTA ROSA
1. THE CONTRACTOR SHALL BE OR DESIGNATE A QUALIFIED SWPPP PRACTITIONER (QSP). THE QSP SHALL HAVE THE APPROPRIATETRAINING AND OVERSEE ALL IMPLEMENTATION OF THE SWPPP AND ITS REQUIREMENTS. THE QSP SHALL BE RESPONSIBLE FOR ALLINSPECTIONS AND OBSERVATIONS OF THE BMP'S AND IMPLEMENTATION OF ANY CHANGES NEEDED TO BE IN CONFORMANCE WITHTHE REQUIREMENTS OF THE GENERAL PERMIT. THE QSP SHALL HOLD A PRE-CONSTRUCTION MEETING WITH ALL CONTRACTORS ANDSUBCONTRACTORS THAT WILL BE WORKING AT THE SITE AND INFORM THEM ON THE REQUIREMENTS OF THE GENERAL PERMIT AND THESWPPP.2. THE QUALIFIED SWPPP DEVELOPER (QSD) SHALL APPROVE AND CERTIFY ALL AMENDMENTS TO THE SWPPP AND THE ANNUALCERTIFICATIONS.3. IF THERE ARE ANY LIMIT EXCEEDANCES OF THE GENERAL PERMIT REQUIREMENTS, THE QSP SHALL IMPLEMENT THE CHANGES NECESSARYTO KEEP THE EXCEEDANCE FROM HAPPENING AGAIN AND REPORT THE EXCEEDANCE VIA THE SMARTS SYSTEM PER THE REQUIREMENTSOF THE GENERAL PERMIT. (SEE SWPPP)4. IF WATER MONITORING BECOMES NECESSARY PER THE REQUIREMENTS OF THE GENERAL PERMIT, THEN THE PERSON OR PERSONSDOING THE MONITORING SHALL HAVE THE APPROPRIATE TRAINING AND QUALIFICATION TO PERFORM SUCH MONITORING.5. EROSION CONTROL SHEET(S) SHOW THE WATER MONITORING LOCATIONS THAT HAVE BEEN CHOSEN FOR THIS SITE BY THE QSD. THEQSP SHALL REVIEW THESE LOCATIONS AND REPORT BACK TO THE QSD IF THIS LOCATION IS DEEMED UNSAFE OR UNSUITABLE FOR ANYREASONS.6. THE QSP SHALL ASSURE ALL SAFETY PRECAUTIONS NECESSARY HAVE BEEN IMPLEMENTED TO CONDUCT THE WATER MONITORING.7. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (APPROXIMATELY OCTOBER15 THROUGH APRIL 15). ADEQUATE BMP MATERIALS SHALL BE AVAILABLE AND STOCKPILED ONSITE, OR AT NEARBY LOCATIONS TOFACILITATE RAPID IMPLEMENTATION OF TEMPORARY BMP DEVICES WHEN THE FORECAST FOR RAIN IS 50% OR GREATER PER NOAA.8. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL BMP MEASURES AS SHOWN ON THIS PLAN AND/OR AS DIRECTEDBY THE ENGINEER OF RECORD, QSP, OR QSD TO CONTROL DRAINAGE WHICH HAS BEEN AFFECTED BY GRADING AND/ORTRENCHING9. THE CONTRACTOR SHALL BE ON CALL IN THE EVENT IT IS NECESSARY TO IMPLEMENT EROSION CONTROL BMP MEASURES OR IN THEEVENT OF AN EMERGENCY.10. ALL STORMWATER CONTROL MEASURES THAT ARE IDENTIFIED IN A RAIN EVENT ACTION PLAN(REAP) SHALL BE IN PLACE 24 HRS. PRIORTO FORECAST RAIN EVENTS.11. AFTER A RAIN EVENT, ALL BMP'S SHALL BE INSPECTED AND ANY BUILDUP OF SEDIMENTS SHALL BE REMOVED AND DISPOSED OF IN ANAPPROVED MANNER.12. THE ENGINEER OF RECORD, QSP, QSD OR AN AUTHORIZED REPRESENTATIVE MAY REQUIRE THE DEVELOPER AT ANY TIME TO INSTALLAND/OR CONSTRUCT ADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO PREVENT OR CONTROL EROSION.13. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF WHAT MAY BE REQUIRED. EROSION CONTROLDEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING ON THE ACTUAL SOIL CONDITIONSENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED AT THE DISCRETION OF THE QSP AND/OR AS APPROVED BY THE QSD.14. THE CONTRACTOR IS RESPONSIBLE TO KEEP AND MAINTAIN ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER AND TOMODIFY THOSE DEVICES AS SITE PROGRESS DICTATES.15. THE CONTRACTOR SHALL MONITOR THE EROSION CONTROL DEVICES DURING STORMS AND MODIFY THEM IN ORDER TO PREVENTPROGRESS OF ANY ONGOING EROSION.16. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET DAILY.17. THE CONTRACTOR AND/OR QSP SHALL CONTACT THE QSD IN THE EVENT THAT THE EROSION CONTROL PLAN AS DESIGNED REQUIRESANY SUBSTANTIAL REVISIONS.18. DURING GRADING OPERATIONS IF AN AREA OF DISTURBANCE IS TO REMAIN IDLE FOR A PERIOD OF 2 OR MORE WEEKS, THEDISTURBED AREAS SHALL BE COVERED WITH MULCH, STRAW OR SOME OTHER TYPE OF BMP TO PREVENT EROSION DURING RAINEVENTS.19. THE CONTRACTOR SHALL PROVIDE STREET SWEEPING ONGOING DURING CONSTRUCTION TO PREVENT ANY SEDIMENT(S) FROM BEINGTRACKED OFF-SITE OR TO AREAS THAT MAY CONTRIBUTE TO SEDIMENT(S) BEING DEPOSITED INTO THE STORM DRAIN SYSTEM.20. POST CONSTRUCTION BMP'S INCLUDING PLANTINGS, SHRUBS, GROUND COVER AND TREES AS SHOWN ON THE LANDSCAPING PLANSSHALL BE IN PLACE AS SOON AS FEASIBLE.21. CONTRACTOR TO INSTALL SILT FENCING AT ALL PERIMETER LOCATIONS THAT HAVE THE POTENTIAL TO DISCHARGE STORMWATEROFF-SITE.22. CONTRACTOR TO PROTECT ALL YARD AND LANDSCAPE AREA DRAINS FROM SEDIMENT(S) UNTIL LANDSCAPING IS COMPLETED ANDVEGETATION ESTABLISHED.23. GRAVEL BAGS ORIENTED TO SLOW THE FLOW OF STORM WATER RUNOFF SHALL BE PLACED IN THE CONCRETE GUTTERS IN THE ON-SITEROADWAY TO HELP FILTER OUT ANY SEDIMENTS. THESE GRAVEL BAGS SHALL BE PLACED 50' O/C MAX. SEDIMENTS THAT ACCUMULATEAT THE GRAVEL BAGS SHALL BE REMOVED AFTER EACH RAIN EVENT.24. THE CONTRACTOR SHALL KEEP ONE ACCEPTABLE RAIN GAUGES ON-SITE TO MONITOR RAIN EVENT TOTALS DURING CONSTRUCTION.25. THE CONTRACTOR SHALL IMPLEMENT EFFECTIVE WIND EROSION AND DUST CONTROL MEASURES.26. IN THE EVENT OF A RELEASE OF A REPORTABLE QUANTITY OF A POLLUTANT, THE CONTRACTOR SHALL ADVISE THE OWNER TO NOTIFYTHE NATIONAL RESPONSE CENTER, REGIONAL WATER QUALITY CONTROL BOARD, AND THE CITY. IF NECESSARY, THIS POLLUTIONPREVENTION PLAN SHOULD BE REVISED TO REFLECT THE CHANGE IN CONDITIONS OF THE CONSTRUCTION ACTIVITY. A REPORTABLEQUANTITY IS ESTABLISHED BY THE 40 CODE OF FEDERAL REGULATIONS (CRI) 1117.3 OR 40 CFR 302.4.27. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL ANDPUBLIC WORKS DIRECTOR DURING ALL DEMOLITION, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.28. STOCKPILE MANAGEMENT SHALL BE IN CONFORMANCE WITH GENERAL PERMIT AND THE CASQA BMP GUIDE.29. SEE LANDSCAPING PLANS FOR MORE INFORMATION ON POST CONSTRUCTION VEGETATION BMP'S.30. IF DURING CONSTRUCTION DEWATERING OPERATIONS BECOME NECESSARY, ALL DEWATERING SHALL BE DONE IN COMPLIANCE WITHTHE REQUIREMENTS OUTLINED THE NPDES GENERAL PERMIT AND PER THE CASQA BMP HANDBOOK FOR BMP SC-11. DISCHARGESSHALL BE TREATED FOR EXCESSIVE SEDIMENTS PRIOR TO LEAVING THE SITE AND/OR ENTERING THE CITY RIGHT-OF-WAY OR STORMDRAIN SYSTEM.31. TEMPORARY EROSION AND SEDIMENT CONTROL BMP MEASURES SHALL REMAIN IN PLACE AND MAINTAINED UNTIL ALL PERMANENTIMPROVEMENTS, AND FACILITIES ARE COMPLETE, PLANTINGS ARE INSTALLED, VEGETATION IS ESTABLISHED, AND THE SITE HAS BEENDEEMED STABLE BY THE PROJECT QSP AND THERE IS NO RISK FOR EROSION OR SEDIMENT TRANSPORT ON-OR-OFFSITE. TEMPORARYMEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION APPROVALS.32. THE BMP'S PROPOSED ON THESE PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR. OTHER AND/OR MOVES EXTENSIVEMEASURES MAY BECOME NECESSARY DURING CONSTRUCTION AND WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TOIMPLEMENT.GENERAL EROSION CONTROL NOTES1. THE CONTRACTOR SHALL IMPLEMENT GOOD HOUSEKEEPING PRACTICES AS OUTLINED IN THE GENERAL PERMIT AND PER THE SWPPP.2. THE CONTRACTOR SHALL CONDUCT AN INVENTORY OF THE PRODUCTS USED AND/OR EXPECTED TO BE USED AND THE ENDPRODUCTS THAT ARE PRODUCED AND/OR EXPECTED TO BE PRODUCED.3. COVER AND BERM LOOSE STOCKPILED CONSTRUCTION MATERIALS THAT ARE NOT ACTIVELY BEING USED.4. STORE CHEMICALS IN WATERTIGHT CONTAINERS (WITH APPROPRIATE SECONDARY CONTAINMENT TO PREVENT ANY SPILLAGE ORLEAKAGE) OR IN A STORAGE SHED (COMPLETELY ENCLOSED).5. ALL EQUIPMENT AND VEHICLE FUELING AND MAINTENANCE PROCEDURES SHALL BE DONE IN THE AREA SHOWN ON THE SITE PLANSOR OTHER LOCATION WHERE THE APPROPRIATE BMP'S HAVE BEEN INSTALLED TO PREVENT ANY CONTAMINATION OF THE SOILS.6. THE CONTRACTOR SHALL USE SOME TYPE OF GROUND COVER OR OTHER DEVISES TO ENSURE NO PETROLEUM PRODUCTS COME INCONTACT WITH SOILS DURING FUELING AND MAINTENANCE.7. THE CONTRACTOR SHALL PROVIDE APPROPRIATE CONTAINMENT AROUND ANY SANITARY TOILETS THAT PREVENT CONTAMINATIONTO THE SOILS.8. ANY BUILDING MATERIALS THAT ARE STORED ON-SITE THAT HAVE THE POTENTIAL TO CONTRIBUTE NON-VISIBLE POLLUTANTS TO THESTORM WATER RUNOFF SHALL BE STORED IN WATERTIGHT CONTAINERS OR UNDER THE COVER OF SHELTERS THAT PROVIDEPROTECTION FROM RAINS.9. CONSTRUCTION MATERIAL WASTES SHALL BE CLEANED UP DAILY AND STORED IN COVERED CONTAINERS PRIOR TO DISPOSAL.10. THE CONTRACTOR HAS THE OPTION TO USE METAL RUMBLE STRIPS IN LIEU OF ROCK AT THE STABILIZED CONSTRUCTION ENTRANCE ASLONG AS IT IS IN CONFORMANCE WITH THE GENERAL PERMIT.GOOD HOUSEKEEPING PRACTICESTHE FOLLOWING PRACTICES ARE TO BE USED AT ALL TIMES DURING CONSTRUCTION:1. REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE.2. USE WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITY TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASEDWATERING FREQUENCY WILL BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15MPH. RECLAIMED (NON-POTABLE WATER) WATERSHOULD BE USED WHENEVER POSSIBLE.3. PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOONAS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES.4. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN ONE MONTH AFTER INITIAL GRADINGSHALL BE SOWN WITH A FAST GERMINATING NATIVE GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED.5. ALL DISTURBED SOIL AREAS NOT SUBJECT TO RE-VEGETATION MUST BE STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTENETTING, OR OTHER METHODS APPROVED IN ADVANCE BY THE CITY.6. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE COMPLETED AS SOON AS POSSIBLE. IN ADDITION, BUILDINGPADS SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED.7. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTIONSITE.8. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIAL ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEETOF FREEBOARD (MINIMUM VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCE WITH THECALIFORNIA VEHICLE CODE SECTION 23114.9. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERSWITH RECLAIMED WATER SHOULD BE USED WHERE FEASIBLE.A DESIGNATED DUST CONTROL MONITOR SHALL BE CHOSEN. THEY SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL DUST CONTROLMEASURES. THE MONITOR SHALL BE AVAILABLE DURING WEEKENDS AND HOLIDAYS. THE NAME AND PHONE NUMBER OF THE MONITORSHALL BE PROVIDED TO THE CITY AND SLO COUNTY AIR POLLUTION CONTROL DISTRICT.AIR QUALITY CONTROL NOTES1. THE CONTRACTOR SHALL PHASE CONSTRUCTION ROUGH GRADING TO LIMIT THE SIZE OF DISTURBANCE TO AN AREA THAT CAN BEMAINTAINED WITH PROPER BMP'S DURING ANY RAIN EVENTS.2. AFTER AN AREA HAS BEEN PAVED OR GRADED THE CONTRACTOR SHALL PROVIDE GRAVEL BAGS IN THE FLOW LINES TO FILTERSEDIMENTS FROM STORM WATER RUNOFF OR AN APPROVED EQUAL.3. AREA DRAINS SHALL HAVE STORM DRAIN INLET PROTECTION INSTALLED DURING THE TIME BETWEEN INSTALLATION AND PLANTING OFGROUND VEGETATION PER THE PLANS OR AN APPROVED EQUAL.4. LANDSCAPED AREAS SHALL BE COMPLETED AND SPRINKLERS INSTALLED AS SOON AS POSSIBLE AFTER GRADING OPERATIONS.5. ANY AREAS OF DISTURBANCE THAT WILL REMAIN IDLE FOR TWO OR MORE WEEKS SHALL BE STABILIZED WITH MULCH, STRAW,HYDROSEED OR OTHER APPROPRIATE BMP COVER.6. DURING ASPHALT PATCHING OPERATIONS, THE CONTRACTOR SHALL PROVIDE EITHER PERMANENT OR TEMPORARY PAVING IN THEAREAS OF PATCHING BY THE END OF THE WORKDAY. NO TRENCHES SHALL BE LEFT OPEN DURING TIMES OF PREDICTED RAINFALL.7. THE AREAS SHOWN ON THE PLANS FOR MATERIAL DELIVERY & STORAGE AND CONCRETE WASTE MANAGEMENT ARE FOR REFERENCEONLY, THE ACTUAL LOCATIONS ARE TO BE DETERMINED BY THE QSP.8. THE BMP'S SHOWN ON THE EROSION CONTROL PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR'S QSP,IMPLEMENTATION OF THESE OR OTHER BMP'S WILL BE THE RESPONSIBILITY OF THE QSP.9. ALL ROADWAYS SHALL BE KEPT CLEAN ON A DAILY BASIS BY MEANS OF VACUUMING OR STREET SWEEPINGS.10. ROADWAYS THAT HAVE NOT BEEN STABILIZED WITH AGGREGATE BASE SHALL BE STABILIZED USING SOIL BINDERS, MULCH AND/OROTHER APPROPRIATE BMP'S PRIOR TO FORECAST RAIN EVENTS.11. PRIOR TO FORECAST RAIN EVENTS, THE QSP SHALL EVALUATE THE SITE AND ESTABLISH ADEQUATE BMP'S TO PROTECT ALL DISTURBEDAREAS FROM EROSION.12. STORM DRAIN INLET PROTECTION SHALL BE TYPE 2 DURING STORM DRAIN INSTALLATIONS, AND TYPE 3 AFTER PAVING OPERATIONSHAVE BEEN COMPLETED, (SEE BMP GUIDANCE HANDOUT IN THE SWPPP FOR MORE INFORMATION).13. THE STRAW WATTLES SHOWN ON THESE PLANS ARE INTENDED TO REPRESENT DIFFERENT PHASES OF CONSTRUCTION. CONTRACTORSHALL INCORPORATE THEIR USE AS NEEDED DURING CONSTRUCTION.PHASING NOTESWDID No. __________ (PENDING)NOT TO SCALEVICINITY MAPEROSION CONTROL DETAILSPROJECT SITEDRAIN INLET TO HAVEFILTER FABRIC OR BASKETDRAIN INLET TO HAVEFILTER FABRIC OR BASKETPage 199 of 814
SSSD192190191193195195193197199 203204 205202200198196192189188189190
191192193196195198200202191196194201203191APN: 002-421-001SAN LUIS OBISPOCHILDREN'S MUSEUM(NOT A PART)MIXED-USE/ HOTEL(FUTURE PROJECT)APN: 002-421-033LEITCHERBUILDING(NOT A PART)APN: 002-412-013HAYS-LATIMER ADOBE(PRIVATE RESIDENCE)(NOT A PART)APN: 002-412-005APARTMENTS(NOT A PART)APN: 002-401-010REIS FAMILYMORTUARY(NOT A PART)APN: 002-402-015CENTRAL COASTREALTY GROUP(NOT A PART)N36°15'10"W 281.64'N53°05'37"E 214.61'N36°28'51"W 279.70'N53°36'43"E 213.48'190189188189186185
EXISTING TREES TOREMAIN; PROTECTIN PLACEEXISTING OAK TO REMAIN;PROTECT IN PLACEAPPROXIMATE BUILDINGENVELOPE SHOWN FORREFERENCE ONLYAPPROXIMATE BUILDINGENVELOPES SHOWNFOR REFERENCE ONLYPROPOSED TREEPROTECTIONFENCINGCONSTRUCT MIN. 6" DEEPSWALE @ 3:1 MAX. SIDE SLOPESAND S=0.01 FT/FT MIN.CONSTRUCT MIN. 6" DEEPSWALE @ 3:1 MAX. SIDE SLOPESAND S=0.01 FT/FT MIN.FUTURE PARKING STRUCTURE UNDERSEPARATE COVER AND SHOWN FORREFERENCE ONLYPROPOSED TREEPROTECTION FENCING201202202
200TEMPORARY SHORING (DESIGN BY OTHERS)PERMANENT SHORING(DESIGN BY OTHERS)CHAMBER SYSTEM DESIGN PEREDP CIVIL PLANS (SEE NOTE 5)PERMANENT SHORING(DESIGN BY OTHERS)CHAMBER SYSTEM DESIGN PEREDP CIVIL PLANSCHAMBER SYSTEM DESIGN PEREDP CIVIL PLANS (SEE NOTE 5)FUTURE SLO REP THEATRE UNDERSEPARATE COVER AND SHOWN FORREFERENCE ONLY185185186186187187188188190186186187187188188189191192190195189191192193194196197190195200189191192193194196197198199201SWPPP BMP LEGENDSILT FENCESTRAW WATTLEGRAVEL BAGSSTREET SWEEPING/VACUUMINGSTORM DRAIN INLET PROTECTION(SEE PHASING NOTES ON C-8.0)HYDROSEEDINGSTABILIZED CONSTRUCTION ENTRANCE WITH WHEEL WASHAREAMATERIAL DELIVERY/STORAGE AREACONCRETE WASTE MANAGEMENT AREASE-1SE-5SE-6SE-7SE-10EC-4TC-1WM-1WM-8__________ (PENDING)WDID:CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-8.1 Erosion Control.dwg, C-8.1, Jun 06, 2022 6:09pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAEROSION CONTROL PLANC-8.10feet40SCALE: 1" = 20'2060NOTE:THIS PLAN ACCURATE FOREROSION CONTROL PLAN ONLY.NOTE:REFER TO EROSION CONTROLNOTES ON SHEET C-8.0 FOR BMPDETAILS ON THIS SHEET.Page 200 of 814
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.1, Jun 06, 2022 6:09pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CACONDITIONS OF APPROVALC-9.1COA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #1FindingsThe project will not be detrimental to the health, safety, orwelfare of those working or residing in the vicinity since theproposed project is consistent with the site's DowntownCommercial zoning designation and will be subject toconformance with all applicable building, fire, and safetycodes.N/A N/A2General PlanAmendment FindingsThe proposed General Plan Amendment is consistent withpolicy direction for the area included in the General Plan,and in particular with the following General Plan policies:LUE Policy 4.1, because the project provides off-site parking,civic, cultural, entertainment and mixed- use opportunitiesfor Downtown; LUE Policies 4.3, 5.2.2, 5.2.3, and 5.2.5,which promote the development of Entertainment andCultural Facilities in the downtown; and LUE Policy 4.14and Circulation Element policy 13.2.4 which support theconstruction of parking structures.N/A N/A3General PlanAmendment FindingsThe General Plan Amendment allows for theimplementation of the proposed project by updating theCity's General Plan land use map to reflect the developmentanticipated by the proposed Palm Nipomo ParkingStructure Project.N/A N/A4General PlanAmendment FindingsThe site is physically suited for the proposed projectbecause the project is consistent with the 2017 DowntownConcept Plan.N/A N/A5Architectural DesignFindingsThe proposed new building is consistent with HistoricPreservation Program Guidelines Section 3.2.1 because thebuilding is designed to be architecturally compatible withDowntown Historic District structures.N/A N/A6Architectural DesignFindingsThe project design maintains consistency with theCommunity Design Guidelines Chapter 4 ( DowntownDesign Guidelines), Sections 4.2 ( A-D) by providing: humanscale and proportion, architectural design thatcomplements the character of the surroundingneighborhood, transparency and provides architecturalinterest on all four sides of the building.N/A N/A7Architectural DesignFindingsThe project design is consistent with the Community DesignGuidelines Section 6.3(A-B, D-E) because the projectincludes convenient pedestrian linkages to the sidewalkalong each street, pedestrian access and alternative pavingmaterials while minimizing "vast seas of parking" byproposing a structure as opposed to surface parking lots.N/A N/A8SLO Rep TheatreArchitectural DesignFindingsThe proposed new building is consistent with HistoricPreservation Program GuidelinesSections 3.2.1 and 5.2.2 because the building is designed tobe architecturally compatiblewith Downtown Historic District structures.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A9SLO Rep TheatreArchitectural DesignFindingsThe project design maintains consistency with theCommunity Design Guidelines Chapter4 ( Downtown Design Guidelines), Sections 4.2 ( A-D) byproviding: human scale andproportion, various upper story setbacks, includes similarvertical elements that are foundin the surrounding architecture of the existing buildings, anarchitectural design thatcomplements the character of the surroundingneighborhood, transparency is included inthe front fa~ade with the inclusion ofglass curtain walls andprovides architectural intereston all four sides ofthe building.Palm Nipomo Parking Structure Use Permit FinThis will be addressed in a separatesubmittal by SLO Rep TheatreN/A10Use Permit FindingsThe proposed use is allowed with a use permit within theDowntown Commercial ( C-D) zone and complies with allother applicable provisions of the Zoning Regulations.N/A N/A11Use Permit FindingsThe proposed parking structure use is located where aparking structure is called out on the 2017 DowntownConcept Plan.N/A N/A12Use Permit FindingsThe parking structure use is consistent with LUE policy 4.14and Circulation Element policy 13.2.4 that state that anymajor increases in parking should take the form of astructure located at the edge of the commercial core andthat additional parking should be supported by a parkingstudy.N/A N/A13Use Permit FindingsThe site is physically suitable in terms of its design, location,shape, size, and operating characteristics of the proposeduse; traffic generation and the provision of public andemergency vehicle access; public protection services; andthe provision of utilities.N/A N/A14Use Permit FindingsThe establishment and subsequent operation or conduct ofthe use will not, because of the circumstances andconditions applied in the particular case, be detrimental tothe health, safety or welfare of the general public orpersons residing or working in the neighborhood of the use,or be detrimental or injurious to property or improvementsin the vicinity of the use.N/A N/A15SLO Rep Theatre UsePermit FindingsThe proposed use is allowed with a use permit within theDowntown Commercial ( C-D)zone and complies with all other applicable provisions oftheZoning Regulations.This will be addressed in a separatesubmittal by SLO Rep Theatre16SLO Rep Theatre UsePermit FindingsThe proposed SLO Rep Theatre use is located where atheater is called out on the 2017Downtown Concept Plan.This will be addressed in a separatesubmittal by SLO Rep Theatre17SLO Rep Theatre UsePermit FindingsThe proposed SLO Rep Theatre use is consistent with LUEpolicies 5.2.2, 5.2.3, and 5.2.5because the theater will be located near Mission Plazaalong Monterey Street in the CulturalFacilities Area.This will be addressed in a separatesubmittal by SLO Rep Theatre18SLO Rep Theatre UsePermit FindingsThe site is physically suitable in terms of its design, location,shape, size, and operatingcharacteristics of the proposed use; traffic generation andthe provision of public andemergency vehicle access; public protection services; andthe provision ofutilities.This will be addressed in a separatesubmittal by SLO Rep Theatre19SLO Rep Theatre UsePermit FindingsThe establishment and subsequent operation or conduct ofthe use will not, because ofthecircumstances and conditions applied in the particular case,be detrimental to the health,safety or welfare ofthe general public or persons residing orworking in the neighborhoodofthe use, or be detrimental or injurious to property orimprovements in the vicinity oftheuse.This will be addressed in a separatesubmittal by SLO Rep Theatre20Deviation from heightand F.A.R. FindingsThe proposed increase in height and F.A.R. for the project isconsistent with 2018 Zoning Regulations Section 17.86.200(Parking as a Primary Use) that states, Where parking as aprimary use is permitted in compliance with Table 2-1: UsesAllowed by Zone... discretionary permit approval mayinclude deviations from otherwise applicable developmentstandards because the parking structure is designed tomeet certain building and engineering standards.N/A N/A1General PlanAmendment andRezoneThe General Plan shall be amended as shown in Exhibit A.N/A N/A2General PlanAmendment andRezoneThe Amendment shall apply only to the properties currentlyproposed to be occupied by the Project, i.e. to the Projectsite.N/A N/A3Planning DivisionFinal project design and construction drawings submittedfor a building permit shall be in substantial compliance withthe project description and plans approved by the CityCouncil. A separate, full-size sheet shall be included inworking drawings submitted for a building permit that listsall conditions of project approvals listed and mitigationmeasures in the MMRP as sheet number 2. Furthermore, asidentified in the EIR, environmentally mitigating projectfeatures shall be included in the final project design.Sheets containing conditions andapprovals and mitigationsmeasures are included insubmission drawingsPH 1B/2.A0.X4Planning DivisionReference shall be made in the margin of listed items as towhere in plans requirements are addressed. Any change toapproved design, colors, materials, landscaping, or otherconditions of approval must be approved by the Director orArchitectural Review Commission, as deemed appropriate.This will be addressed in a separatesubmittalPH 2.5Planning DivisionPlans submitted for a building permit shall call out thecolors and materials of all proposed building surfaces andother improvements.This will be addressed in a separatesubmittalPH 2.A3.1 & A3.26Planning DivisionThe building plan submittal shall include privacy screeningthat will restrict the ability for users of the parking structureto overlook into the adjacent property while using thesoutheastern stairway to the satisfaction of the CommunityDevelopment Director.This will be addressed in a separatesubmittalPH 2.A2.3, A2.4, A2.5,A3.1, A8.2,7Planning DivisionThe locations of all exterior lighting, including bollard stylelandscaping or path/parking lighting, shall be included inplans submitted for a building permit. All wall-mountedlighting fixtures shall be clearly called out on buildingelevations included as part of working drawings. Allwall-mounted lighting shall complement buildingarchitecture, subject to the approval of the CommunityDevelopment Director. The lighting schedule for thebuilding shall include a graphic representation of theproposed lighting fixtures and cut sheets on the submittedbuilding plans . The selected fixture( s) shall be shielded toensure that light is directed downward consistent with therequirements of the City's Night Sky Preservation standardscontained in Chapter 17 .23 of the 2015 Zoning Regulations.This will be addressed in a separatesubmittalPH 2. LC plans8Planning DivisionPlans submitted for a building permit shall clearly state thetype/model of bicycle racks proposed, location anddimensions of all 32 short and long-term bicycle parkingspaces. All long-term bicycle parking spaces shall be locatedwithin the parking structure. Sufficient detail shall beprovided about the placement and design of bike racks todemonstrate compliance with relevant EngineeringStandards and Community Design Guidelines and thiscondition of approval, to the satisfaction of the PublicWorks and Community Development Directors.This will be addressed in a separatesubmittalPH 2.LC plans, A4.19Planning DivisionPlans submitted for a building permit shall include windowdetails indicating the type of materials for the window grids,their dimensions, and colors. Plans shall demonstrate theuse of high-quality materials for the window grids thatreflect the architectural style of the project to the approvalof the Community Development Director.This will be addressed in a separatesubmittalPH 2.A3 Series, A5 series10Planning DivisionMechanical and electrical equipment shall be locatedinternally to the structure or site. With submittal of workingdrawings, the applicant shall clearly show the location andsizes of any proposed condensers and other mechanicalequipment. If any mechanical equipment is to be placed onthe roof, plans submitted for a building permit shall confirmthat parapets or other roof features will adequately screenthem. A line-of-sight diagram may be required to confirmthat proposed screening will be adequate. This conditionapplies to initial construction and later improvements.This will be addressed in a separatesubmittalPH 2. A1.1 A3.2Page 201 of 814
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.2, Jun 06, 2022 6:09pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAC-9.2CONDITIONS OF APPROVAL11Planning DivisionThe location of any required backflow preventer anddouble- check assembly shall be shown on all site planssubmitted for a building permit and shown and called outon the landscaping plans. Construction plans shall alsoinclude a scaled diagram of the equipment proposed.Where possible, as determined by the Utilities Director,equipment shall be located inside the building within 20feet of the front property line. Where this is not possible,as determined by the Utilities Director, the back-flowpreventer and double- check assembly shall be located inthe street yard and screened using a combination of paintcolor, landscaping and, if deemed appropriate by theCommunity Development Director, a low wall. The size andconfiguration of such equipment shall be subject to reviewand approval by the Utilities and Community DevelopmentDirectors.This will be addressed in a separatesubmittalPH 2.LI Plans forbackflow and LP forscreening12Planning DivisionA final landscaping plan, including irrigation details andplans, shall be submitted to the Community DevelopmentDepartment along with working drawings. The legend forthe landscaping plan shall include the sizes and species ofall groundcovers, shrubs, and trees with correspondingsymbols for each plant material showing their specificlocations on plans. Street trees species shall comply withCity standards and may include palm trees.This will be addressed in a separatesubmittalPH 2.LP and LI Plans13Engineering DivisionThe Parking Structure shall conform to the overall proposedcampus designs and approvals for the Palm Nipomo ParkingStructure Project and any subsequent agreements betweenthe SLO Rep Theatre and the City. The project shall alsoconform to previously approved bulb-out and crossingdesigns for the Monterey Place project located at 667Monterey.This will be addressed in a separatesubmittalPH 2.14Engineering DivisionThe project address should be established prior to buildingpermit application if possible. Otherwise, the address willbe established during permit review and prior to permitissuance.The lot merger application,document and forms have beensubmitted to the City. Waiting forthe City to establish projectaddress.PH 1B15Engineering DivisionA separate demolition plan and permits are required for thestructures located on the project site. The plan shall includean inventory of all improvements located on the City parceland within the public right-of-way. Any historic materialsshall be noted and shall include a matrix of the proposeddisposition. Unless otherwise proposed or required to bere-used within the project, the historic granite curbing,walls, and stairs located on the project site shall bepreserved and delivered to an approved location to thesatisfaction of the City.Per City's direction, the demolitionplan is part of the Phase 1 package.It includes an inventory and notesto preserve the existing historicBishop Peak granite curb for futureuse by the SLO Rep Theatrelandscape architect.PH 1BCIVIL SHEETC-2.216Engineering DivisionThe demolition plans shall show the location of all existingutilities. Existing utilities shall be approved for re-use orshall be abandoned per City Engineering Standards. Theapplicant should confirm whether any utilities remain fromthe previous demolition of the structure(s) located on theproject site. City improvement plan records and/or sewermainline televising records are available upon request.The demolition plans shows andlists all existing on-site utilities tobe removed. All existing utilityservices within the City ROW willbe removed or capped andabandoned in place as part ofPhase 2. Otto Electrical ispreparing an electrical plan for thePG&E rerouting and other Phase 2components.PH 1BCIVIL SHEETC-2.217Engineering DivisionA lot line adjustment or merger shall be processed by aseparate Planning application through the Planning Divisionto remove the underlying property lines. Unless otherwisespecifically approved for deferral by the City, all underlyingparcels shall be merged prior to building permit issuance.The lot merger application,document and forms have beensubmitted to the City. Waiting forthe City to establish projectaddress.PH 1B/2.18Engineering DivisionProjects involving the construction of new structuresgenerally requires that complete frontage improvements beinstalled or that existing improvements be upgraded percity standard. MC 12.16.050This will be addressed in a separatesubmittalPH 2.19Engineering DivisionNew curb, gutter, sidewalk, curb ramps, bulb-outs, streetparking, signage, striping, parking meters, street treeplantings, street lighting, demolitions, etc. shall becompleted as a condition of the project. Except wherestandard streetlights are required, the frontageimprovements shall include new pedestrian levelstreetlights per the approved master plan and CityEngineering Standards.This will be addressed in a separatesubmittalPH 2.LC and LP plans20Engineering DivisionThe project is located within the Mission Style SidewalkDistrict of downtown. Unless otherwise directed andapproved by the Public Work or Community DevelopmentDirectors, all new or replaced improvements shall beconstructed in the Mission Style per City EngineeringStandards.This will be addressed in a separatesubmittalPH 2.LC plans21Engineering DivisionAll proposed street furniture shall conform to CityEngineering Standards and Community Design Guidelines.Final furniture placement and aesthetics shall considerneed, phasing, pedestrian circulation, line-of-sight, andfuture maintenance. The proposed furniture and layoutshall be approved to the satisfaction of the Public Worksand Community Development Directors.This will be addressed in a separatesubmittalPH 2.LC plans22Engineering DivisionCity Engineering standards include a preference forparkways over integral sidewalks where adequate sidewalkwidth is available and street parking has been removed. Thefinal design for the Nipomo Street frontage shall considerwhether parkways or tree plantings in tree wells ispreferred. Direction on this item shall be approved to thesatisfaction of Public Works and Community DevelopmentDirectors.This will be addressed in a separatesubmittalPH 2.LC plans23Engineering DivisionThe street tree and landscape planting plan shall considerline of sight for vehicles and pedestrians. Unless approvedby the City, new tree plantings along Nipomo should belocated near the face of curb per City EngineeringStandards.This will be addressed in a separatesubmittalPH 2.LP plansCOA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #24Engineering DivisionThe improvement plans and building plan submittal shallinclude all sidewalk dimensions and clearances. Pedestrianclear space shall be shown along Nipomo for the existingstreet trees to remain within the widened sidewalk.Clearances shall be shown to both the face of curb, interimpatio improvements, and to the face of the future officeaddition. The commercial/residential addition plans mayneed to show a building or building entry in considerationof the existing trees to provide for minimum pedestrianpassage widths.This will be addressed in a separatesubmittalPH 2.LC and LP plans25Engineering DivisionAs recommended by the Planning Commission, the linerbuilding should be used for housing and staff is directed toevaluate the feasibility of moving forward with apublic/private partnership to entitle and develop housingon this portion of the site, to be built after construction ofthe parking structure is completed.This will be addressed in a separatesubmittalPH 2.26Engineering DivisionThe final street width and sidewalk widening along Nipomomay need to be adjusted to accommodate a bulb-out forthe driveway approach into the garage and for thepedestrian crossing at Dana.This will be addressed in a separatesubmittalPH 2.27Engineering DivisionThe decorative crosswalks shall conform to the CityEngineering Standards in effect or in an approved draftform at the time of construction. Flashers for theuncontrolled crossings shall be approved by the PublicWorks Department. Unless, solar powered equipment isspecifically approved at one or more locations, secondarypower shall be provided to activate the flashers.This will be addressed in a separatesubmittalPH 2.LC plans28Engineering DivisionAny proposed phasing of the public improvements shall beapproved by the City. If phased, interim improvements maybe required to provide a reasonable transition betweenadjoining projects.The project will be submitted astwo separate permits.Permit/phase one will include sitedemolition and preparation.Permit/phase two will include theparking strucuture and off siteimprovement works. The permitand construction of the SLOREPTheatre will be a separate phaseand application by othersPH 1B/2.CIVIL SHEETC-2.229Engineering DivisionThe required public improvements may be shown with thebuilding permit submittal or could be processed as aseparate public improvement plan. The on-site plans andoff-site plans shall agree. Unless otherwise approved by theCity, the building permit plans shall not be approved orpermits issued until the adjoining public improvements areapproved. Record plans shall be provided for the workwithin the public right-of-way at the completion of theproject.This will be addressed in a separatesubmittalPH 2.LC, LI, and LP plans30Engineering DivisionThe building plan submittal shall include a complete site,grading, drainage, and utility plan. If proposed grading,drainage, and utilities are to be permitted under a separatesubmittal, this information shall be shown " for referenceonly" on the building plan submittal. The plan shall show allexisting and proposed underground and overhead utilitiesfor reference. All utility company meters, vaults,equipment, and transformers shall be shown for reference.This will be addressed in a separatesubmittalPH 2.31Engineering DivisionAll new wire utilities shall be underground. Unlessotherwise approved by the City, the underground service( s)shall be achieved without use of utility poles within thepublic right-of-way.Noted and met. The demolitionshows and lists all existing on-siteutilities to be removed. All existingutility services within the City ROWwill be removed or capped andabandoned in place as part ofPhase 2. Otto Electrical ispreparing an electrical plan for thePG&E rerouting and other Phase 2components.PH 1BCIVIL SHEETC-2.232Engineering DivisionThe required POE service work and their preliminary designmemo shall be reviewed and approved by the City and theengineer of record prior to commencing with final designs.The final PGE handout package shall be approved prior tobuilding permit issuance or shall be listed as a deferredsubmittal item. The plan shall clarify how secondary servicewill be maintained or re-served to the remaining propertiesto the east.This will be addressed in a separatesubmittalPH 2.33Engineering DivisionThe demolition plan, topo plan, and/or site electrical planshall show all existing joint poles, parking lot lighting, lightnumbers and wattage, POE services, and tele-com services.The plans shall include JP/SL #1561, SL pole#1741/120388413, and JP # 643/110368243.This will be addressed in a separatesubmittalPH 2.34Engineering DivisionJP # 643 appears to carry secondary power and tele-com toserve the Palm and Monterey properties to the east fromtheir respective rear yards. The lines appear to terminate atJP /SL 1499/120388414 located within City Parking Lot #9.The plans shall clarify how service will be maintained to theexisting services. If service can be reserved from JP # 1499in Parking Lot # 9, existing off-site JP # 643 would become aterminal pole and might be abandoned in favor of a newpole and guy located off the common property line.This will be addressed in a separatesubmittalPH 2.35Engineering DivisionHandrails for any on-site stairs or ramps shall not encroachinto the public right-of-way or public sidewalk area andshall comply with current Americans with Disabilities Act(ADA) code.This will be addressed in a separatesubmittalPH 2.LC PlansPage 202 of 814
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.3, Jun 06, 2022 6:09pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAC-9.3CONDITIONS OF APPROVAL36Engineering DivisionThe building plan submittal and project drainage reportshall show and note compliance with the Drainage DesignManual, Floodplain Management Regulation, and the PostConstruction Stormwater Regulations. The stormwaterBMP's shall be located outside the public right-of-wayunless otherwise specifically approved by the City. The PCRcompliance approach and strategy shall consider how thetreatment of runoff from the altered or replaced publicimprovements will be managed. Some stormwater BMP'sdesigned to treat runoff from public streets and sidewalksmay be located within the Public right-of-way.EDP has prepared the on-sitePhase 1 stormwater mitigationdesign, plans and stormwatercontrol plan (SWCP). See EDPplans for reference. Roadsidebiofiltration stormwater mitigationplanters are proposed at theNipomo and Palm Streetintersection to treat the replacedimpervious areas from the publicimprovements. See the Phase 2street improvement plans.PH 1B/2.EDP SHEETSD-1.0 TO D-4.337Engineering DivisionThe building plan submittal shall clarify whether the lowerfloor of the parking structure and future commercial/residential structure are located above the base floodelevation BFE). If not, the structure and openings shall befloodproofed and constructed of flood resistant materials.All building service equipment and elevators shall belocated outside the mapped flood zone, 1' above the BFE,or floodproofed to 1' above the BFE.This will be addressed in a separatesubmittalPH 2.38Engineering DivisionThe building plan submittal shall include a complete gradingand drainage plan. The plan shall evaluate whether there isexisting run-on from the neighboring upslope properties.The plans shall clarify the extent of any run-on and shallclarify how the drainage will be collected and conveyed toan approved outlet. A portion of the roof from an adjoiningstructure with a zero setback appears to discharge onto thissite. An analysis of the entire limits of the watershedtributary to the easterly property line will be required.There is no off-site run-on to thesite. EDP has prepared the on-sitePhase 1 stormwater mitigationdesign, plans and stormwatercontrol plan (SWCP). See EDPplans for reference.PH 1BEDP SHEETSD-1.0 TO D-4.339Engineering DivisionThe building plan submittal shall include a complete treesummary showing all existing trees, tree diameters, species,and proposed disposition. The plan shall include trees onneighboring properties with tree canopies/root zones thatmay encroach into the area of construction disturbance. Atree preservation plan shall be provided as part of thebuilding plans to clarify how all trees proposed to remainwill be protected during demolition and construction.This will be addressed in a separatesubmittalPH 2.LP plans40Engineering DivisionStreet trees are required as a condition of the buildingpermit. The landscape and irrigation plans shall showirrigation improvements and sleeves under the sidewalk toprovide irrigation to any parkway plantings and/or treewells. Street tree species and plantings shall be inaccordance with the City Engineering Standards and mayinclude palm trees.This will be addressed in a separatesubmittalPH 2.LI and LP Plans41TransportationDivisionThe proposed uncontrolled crosswalks on Nipomo Streetand Monterey Street shall be designed to include featuressuch as flashers, decorative pavement treatment, warningsignage, pavement markings, and bulb outs similar to othercrosswalks in the downtown area. The specific designtreatments at all proposed crosswalks shall be approved bythe City Public Works Department in conjunction withreview off the public improvement plans.This will be addressed in a separatesubmittalPH 2.LC Plans42TransportationDivisionDesign of proposed bulb outs, driveways and otherintersection geometric modifications shall include vehicleturning path analysis using appropriate design vehicles asidentified in the City's Engineering Standards to thesatisfaction of the Public Works Director. Designs shallconsider placement of street trees, landscaping and othervertical features near intersections, driveways andpedestrian crossings in order to maintain adequate sightdistance per City Engineering Standards .This will be addressed in a separatesubmittalPH 2.LC and LP Plans43TransportationDivisionSidewalk landscaping, street furniture and/or otherelements shall be designed to discourage pedestriancrossings of Nipomo Street at the northeast comer of theNipomo Street/Monterey Street intersection, thesouthwest comer of the Nipomo Street/Dana Streetintersection, and the southeast comer of the NipomoStreet/Palm Street intersection.This will be addressed in a separatesubmittalPH 2.LC and LP plans44TransportationDivisionFrontage improvements shall include installation ofstandard streetlights and downtown pedestrian lighting perCity Standards to the satisfaction of the Public WorksDirector.This will be addressed in a separatesubmittalPH 2.LC Plans45TransportationDivisionConsistent with Mitigation Measure T-1 per the project'sFinal EIR, prior to issuance of each building permit, theconstruction contractor( s) shall develop a constructionmanagement plan for review and approval of theCommunity Development and Public Works Departments toidentify traffic management strategies to address trafficcongestion, construction staging/ traffic control, parkingdemand and other transportation concerns related toproject construction activities.A construction management planwill be submitted for review by theappointed contracting teamPost BidStage46TransportationDivisionWhere frontage improvements are proposed, sidewalksshall have a minimum of eight (8) feet clear width, unlessotherwise approved by the Public Works Director.This will be addressed in a separatesubmittalPH 2.LC Plans47TransportationDivisionConsistent with Mitigation Measure T-3 per the project'sFinal EIR, the public improvement plans shall incorporateimprovements to the Dana Street/Nipomo and MontereyStreet/Nipomo Street intersections to enhance pedestriansafety and accessibility. At a minimum, the publicimprovements shall include the following elements to thesatisfaction of the Public Works Director:This will be addressed in a separatesubmittalPH 2.47aTransportationDivisionHigh-visibility crosswalk markings or other intersectionenhancements , with directional curb ramps across NipomoStreet from the northwest comer of Dana Street/ NipomoStreet to the southwest comer of the parking structure.This will be addressed in a separatesubmittalPH 2.LC Plans47bTransportationDivisionHigh-visibility crosswalk markings or other intersectionenhancements, with directional curb ramps across NipomoStreet from the southeast comer of MontereyStreet/Nipomo Street across Nipomo Street.This will be addressed in a separatesubmittalPH 2.LC Plans47cTransportationDivisionStandard crosswalks or other intersection enhancements,with directional curb ramps across Monterey Street andDana Street where they intersect with Nipomo Street.This will be addressed in a separatesubmittalPH 2.LC Plans47dTransportationDivisionReduce comer curb radii on the southwest comer of DanaStreet/ Nipomo Street and the northeast comer ofMonterey Street/ Nipomo Street.This will be addressed in a separatesubmittalPH 2.48TransportationDivisionFinal designs for the Palm Street access driveway to theparking structure shall be refined to provide acceptablevisibility sight triangles for both vehicular traffic on PalmStreet and pedestrians crossing the driveway.This will be addressed in a separatesubmittalPH 2.LC and LP Plans49UtilitiesThe proposed utility infrastructure shall comply with thelatest engineering design standards effective at the timethe building permit is obtained and shall have reasonablealignments needed for maintenance of publicinfrastructure.This will be addressed in a separatesubmittalPH 2.50UtilitiesThe project shall construct a new sewer lateral and waterservices for the proposed use.This will be addressed in a separatesubmittalPH 2.51UtilitiesRevisions to the existing sewer and water infrastructure,that may result from the proposed land use modifications,shall be completed to the satisfaction of the UtilitiesDirector to minimize impacts to operations andmaintenance of the services.This will be addressed in a separatesubmittalPH 2.52UtilitiesUnderground dewatering systems for basements shalldischarge to an on-site retention system or shall obtain anenvironmental compliance permit prior to issuance of anoccupancy permit.This will be addressed in a separatesubmittalPH 2.53UtilitiesFinal grades and alignments offal public and/or privatewater, and sewer services shall be approved to thesatisfaction of the Utilities Department. The final location,configuration, and sizing of on-site service laterals andmeters shall be approved by the Utilities Director inconjunction with the review of the building plans, firesprinkler plans, and/or public improvement plans.This will be addressed in a separatesubmittalPH 2.54UtilitiesProjects generating more than two cubic yards of totalwaste shall comply with AB 1826, and local wastemanagement ordinance to reduce greenhouse gasemissions. Trash enclosure(s) shall conform therequirements by the San Luis Garbage Company and refusebins shall be sized to provide a reasonable level of service.Separate refuse bins shall be accommodated within the sitefor waste, recycling, and organics.This will be addressed in a separatesubmittalPH 2.55UtilitiesTree wells shall maintain a 10-foot clearance to the existingsewer and water mains. New curbs along the frontageimprovements shall maintain a 2-foot clearance betweenthe lip of gutter and the existing sewer or water mains.This will be addressed in a separatesubmittalPH 2.LP Plans56SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe applicant shall defend, indemnify, and hold harmlessthe City and/or its agents,officers, and employees from any claim, action, orproceeding against the City and/or itsagents, officers, or employees to attack, set aside, void, orannul the approval by the Cityof this project, and all actions relating thereto, including butnot limited to environmentalreview (" Indemnified Claims"). The City shall promptlynotify the applicant of anyIndemnified Claim upon being presented with theIndemnified Claim, and City shall fullycooperate in the defense against an Indemnified Claim.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A57SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentFinal project design and construction drawings submittedfor a building permit shall be insubstantial compliance with the project description andplans approved by the City Council.A separate, full-size sheet shall be included in workingdrawings submitted for a buildingpermit that lists all conditions of project approvals listedand mitigation measures in theMMRP as sheet number 2. Furthermore, as identified in theEIR, environmentallymitigating project features shall be included in the finalproject design.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A58SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentReference shall be made in the margin oflisted items as towhere in plans requirements areaddressed. Any change to approved design, colors,materials, landscaping, or otherconditions of approval must be approved by the Director orArchitectural ReviewCommission, as deemed appropriate.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A59SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe design ofthe proposed SLO Rep Theatre shall beconsistent with the proposed fa~aderedesign included in the plans submitted as part of thePlanning Commission staff reportdated October 23, 2019. The building permit submittal shallaccurately show the locationofall the terra cotta tiles and which colors will be locatedwhere.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A60SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentPlans submitted for a building permit shall call out thecolors and materials ofall proposedbuilding surfaces and other improvements.This will be addressed in a separatesubmittal by SLO Rep TheatreN/ACOA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #Page 203 of 814
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.4, Jun 06, 2022 6:09pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAC-9.4CONDITIONS OF APPROVAL61SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe locations of all exterior lighting, including bollard stylelandscaping or path/parkinglighting, shall be included in plans submitted for a buildingpermit. All wall-mountedlighting fixtures shall be clearly called out on buildingelevations included as part ofworking drawings. All wall-mounted lighting shallcomplement building architecture,subject to the approval ofthe Community DevelopmentDirector. The lighting schedule forthe building shall include a graphic representation oftheproposed lighting fixtures and cutsheets on the submitted building plans. The selectedfixture( s) shall be shielded to ensurethat light is directed downward consistent with therequirements of the City's Night SkyPreservation standards contained in Chapter 17 .23 ofthe2015 Zoning Regulations.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A62SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentPlans submitted for a building permit shall clearly state thetype/model of bicycle racksproposed, location and dimensions of all 13 short andlong-term bicycle parking spaces.All long-term bicycle parking spaces shall be located withinthe building. Sufficient detailshall be provided about the placement and design ofbikeracks to demonstrate compliancewith relevant Engineering Standards and Community DesignGuidelines, to the satisfactionofthe Public Works and Community Development Directors.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A63SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentPlans submitted for a building permit shall include windowdetails indicating the type ofmaterials for the window frames and mullions, theirdimensions, and colors. Plans shallinclude the materials and dimensions of all lintels, sills,surrounds recesses and otherrelated window features. Plans shall demonstrate the useof high-quality materials for thewindows that reflect the architectural style of the projectand are compatible with theneighborhood character, to the approval ofthe CommunityDevelopment Director.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A64SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentMechanical and electrical equipment shall be locatedinternally. With submittal ofworkingdrawings, the applicant shall include sectional views of thebuilding, which clearly showthe sizes of any proposed condensers and other mechanicalequipment. Ifany condensersor other mechanical equipment is to be placed on the roof,plans submitted for a buildingpermit shall confirm that parapets and other roof featureswill adequately screen them. Aline-of-sight diagram may be required to confirm thatproposed screening will be adequate.This condition applies to initial construction and laterimprovements.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A65SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe location of any required backflow preventer anddouble-check assembly shall beshown on all site plans submitted for a building permit,including the landscaping plan.Construction plans shall also include a scaled diagram oftheequipment proposed. Wherepossible, as determined by the Utilities Director, equipmentshall be located inside thebuilding within 20 feet ofthe front property line. Where thisis not possible, as determinedby the Utilities Director, the back-flow preventer anddouble-check assembly shall belocated in the street yard and screened using a combinationofpaint color, landscaping and,ifdeemed appropriate by the Community DevelopmentDirector, a low wall. The size andconfiguration of such equipment shall be subject to reviewand approval by the Utilitiesand Community Development Directors.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A66SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentA final landscaping plan, including irrigation details andplans, shall be submitted to theCommunity Development Department along with workingdrawings. The legend for thelandscaping plan shall include the sizes and species of allgroundcovers, shrubs, and treeswith corresponding symbols for each plant materialshowing their specific locations onplans. Street trees species shall comply with City standardsand may include palm trees.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A67SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe applicant shall pay parking in-lieu fees for 67 parkingspaces prior to building permitissuance unless another agreement is supported by the Cityto the satisfaction of theCommunity Development and Public Works Directors.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A68Engineering Division -Public Works/CommunityDevelopmentDepartmentThe Parking Structure shall conform to the overall proposedcampus designs and approvalsfor the Palm Nipomo Parking Structure Project and anysubsequent agreements betweenthe SLO Rep Theatre and the City. The project shall alsoconform to previously approvedbulb-out and crossing designs for the Monterey Placeproject located at 667 Monterey.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A69Engineering Division -Public Works/CommunityDevelopmentDepartmentThe project address should be established prior to buildingpermit application ifpossible.Otherwise, the address will be established during permitreview and prior to permitissuance.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A70Engineering Division -Public Works/CommunityDevelopmentDepartmentA separate demolition plan and permits are required for thestructures located on the projectsite. The plan shall include an inventory of all improvementslocated on the City parceland within the public right-of-way. Any historic materialsshall be noted and shall includea matrix ofthe proposed disposition. Unless otherwiseproposed or required to be re-usedwithin the project, the historic granite curbing, walls, andstairs located on the project siteshall be preserved and delivered to an approved location tothe satisfaction ofthe City.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A71Engineering Division -Public Works/CommunityDevelopmentDepartmentThe demolition plans shall show the location ofall existingutilities. Existing utilities shallbe approved for re-use or shall be abandoned per CityEngineering Standards. Theapplicant should confirm whether any utilities remain fromthe previous demolition ofthestructure( s) located on the project site. City improvementplan records and/or sewermainline televising records are available upon request.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A72Engineering Division -Public Works/CommunityDevelopmentDepartmentProjects involving the construction of new structuresgenerally requires that completefrontage improvements be installed or that existingimprovements be upgraded per citystandard. MC 12.16.050This will be addressed in a separatesubmittal by SLO Rep TheatreN/A73Engineering Division -Public Works/CommunityDevelopmentDepartmentNew curb, gutter, sidewalk, curb ramps, bulb-outs, streetparking, signage, striping, parkingmeters, street tree plantings, street lighting, demolitions,etc. shall be completed as acondition of the project. Except where standard streetlightsare required, the frontageimprovements shall include new pedestrian levelstreetlights per the approved master planand City Engineering Standards.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A74Engineering Division -Public Works/CommunityDevelopmentDepartmentThe project is located within the Mission Style SidewalkDistrict of downtown. Unlessdirected otherwise and approved by Public Works orCommunity Development Directors,all new or replaced improvements shall be constructed inthe Mission Style per CityEngineering Standards.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A75Engineering Division -Public Works/CommunityDevelopmentDepartmentAny proposed phasing ofthe public improvements shall beapproved by the City. Ifphased,interim improvements may be required to provide areasonable transition betweenadjoining projects.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A76Engineering Division -Public Works/CommunityDevelopmentDepartmentThe required public improvements may be shown with thebuilding permit submittal orcould be processed as a separate public improvement plan.The on-site plans and off-siteplans shall agree. Unless otherwise approved by the City,the building permit plans shallnot be approved or permits issued until the adjoining publicimprovements are approved.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A77Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal shall include a complete site,grading, drainage, and utilityplan. If proposed grading, drainage, and utilities are to bepermitted under a separatesubmittal, this information shall be shown " for referenceonly" on the building plansubmittal. The plan shall show all existing and proposedunderground and overheadutilities for reference. All utility company meters, vaults,equipment, and transformersshall be shown for reference.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A78Engineering Division -Public Works/CommunityDevelopmentDepartment All new wire utilities shall be underground. Unlessotherwise approved by the City, theunderground service( s) shall be achieved without a netincrease ofutility poles within thepublic right-of-way.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A79Engineering Division -Public Works/CommunityDevelopmentDepartmentThe required PGE service work and their preliminary designmemo shall be reviewed andapproved by the City and the engineer of record prior tocommencing with final designs.The final PGE handout package shall be approved prior tobuilding permit issuance or shallbe listed as a deferred submittal item. The plan shall clarifyhow secondary service will bemaintained or re-served to the remaining properties to theeast.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A80Engineering Division -Public Works/CommunityDevelopmentDepartmentHandrails for any on-site stairs or ramps shall not encroachinto the public right-of-way orpublic sidewalk area and shall comply with currentAmericans with Disabilities Act (ADA)code.This will be addressed in a separatesubmittal by SLO Rep TheatreN/ACOA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #Page 204 of 814
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.5, Jun 06, 2022 6:09pm, kmatsumotorrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401PHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAC-9.5CONDITIONS OF APPROVAL81Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal and project drainage reportshall show and note compliancewith the Drainage Design Manual, Floodplain ManagementRegulation, and the PostConstruction Stormwater Regulations. The stormwaterBMP's shall be located outside thepublic right-of-way unless otherwise specifically approvedby the City. The PCRcompliance approach and strategy shall consider how thetreatment of runoff from thealtered or replaced public improvements will be managed.Some stormwater BMP'sdesigned to treat runoff from public streets and sidewalksmay be located within the Publicright-of-way.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A82Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal shall clarify that the access intothe lower floor and basementexit systems are located above the base flood elevation (BFE). Unless otherwise approvedby the City, a one-foot freeboard should be provided abovethe BFE. All building serviceequipment shall be located outside or above the BFE.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A83Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal shall include a complete gradingand drainage plan. The planshall evaluate whether there is existing run-on from theneighboring upslope properties.The plans shall clarify the extent of any run-on and shallclarify how the drainage will becollected and conveyed to an approved outlet. A portion ofthe roof from an adjoiningstructure with a zero setback appears to discharge onto thissite. An analysis of the entirelimits ofthe watershed tributary to the easterly propertyline will be required.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A84Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal shall include a complete treesummary showing all existingtrees, tree diameters, species, and proposed disposition.The plan shall include trees onneighboring properties with tree canopies/root zones thatmay encroach into the area ofconstruction disturbance. A tree preservation plan shall beprovided to clarify how all treesproposed to remain will be protected during demolition andconstruction.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A85Engineering Division -Public Works/CommunityDevelopmentDepartmentStreet trees are required as a condition ofthe buildingpermit. The landscape and irrigationplans shall show irrigation improvements and sleeves underthe sidewalk to provideirrigation to any parkway plantings and/or tree wells. Streettree species and plantings shallbe in accordance with the City Engineering Standards andmay include palm trees.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A86Engineering Division -Public Works/CommunityDevelopmentDepartmentPursuant to Chapter 4.56 of the City of San Luis MunicipalCode, the project shall beresponsible for paying applicable transportation impactfees prior to issuance of buildingpermits.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A87Engineering Division -Public Works/CommunityDevelopmentDepartmentPer Mitigation Measure T-1 of the Palm/Nipomo ParkingStructure Project EIR, aConstruction Management Plan shall be submitted forreview and approval by the PublicWorks and Community Development Departments. Prior toissuance of building permitsand encroachment permits for the proposed theaterproject, a Construction ManagementPlan must be approved by the Public Works and CommunityDevelopment Departments -either as a combined plan forthe parking structure and theater project or as astand-aloneplan for the theater project only.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A88Utilities DepartmentThe proposed utility infrastructure shall comply with thelatest engineering designstandards effective at the time the building permit isobtained and shall have reasonablealignments needed for maintenance ofpublic infrastructure.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A89Utilities DepartmentThe project must construct a new sewer lateral and waterservices for the proposed use.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A90Utilities DepartmentMAWA and ETWU calculations shall be provided for theproposed landscape plan per thefollowing formula: http://www. slocity .org/ government/department-directoryThis will be addressed in a separatesubmittal by SLO Rep TheatreN/A91Utilities DepartmentProjects generating more than two cubic yards oftotalwaste shall comply with AB 1826,and local waste management ordinance to reducegreenhouse gas emissions. Trashenclosure(s) shall conform the requirements by the San LuisGarbage Company and refusebins shall be sized to provide a reasonable level of service.Separate refuse bins shall beaccommodated within the site for waste, recycling, andorganics .This will be addressed in a separatesubmittal by SLO Rep TheatreN/A92Utilities DepartmentApplicant will need to obtain in writing that the proposedenclosures and collection methodmeets the San Luis Garbage Company (SLG) requirements.SLG can be contacted at (805)543-0875. The proposed plans show large waste containersat the bottom of the accessramp near the north boundary ofthe project, which will bedifficult to access. Please consultwith SLG to review the access and ensure the large bins willnot create a safety hazard. Allthree waste streams need to be included in the proposedtrash enclosure per Section 2.1.1-D ofthe Uniform DesignCriteria.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A93Utilities DepartmentDriveways and access routes to the trash enclosure shall bedesigned to accommodate thesize and weight of the garbage trucks; a writtenconfirmation from the San Luis GarbageCompany shall be included in the building permit plans forthe proposed project. The trashenclosure area shall have a maximum slope oftwo percentin a way that waste services willnot interfere with vehicular or pedestrian traffic.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A94Utilities DepartmentTree wells shall maintain a 10-foot clearance to the existingsewer and water mains. Newcurbs along the frontage improvements shall maintain a2-foot clearance between the newlip ofgutter and the outside edge ofexisting sewer or watermains .This will be addressed in a separatesubmittal by SLO Rep TheatreN/A95Utilities DepartmentUnderground dewatering systems for basements shalldischarge to an on-site retentionsystem or shall obtain an environmental compliance permitprior to issuance of anoccupancy permit.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A96Use PermitThe proposed parking structure shall operate in substantialcompliance with the project description approved by theCity Council.This will be addressed in a separatesubmittalPH 2.97SLO Rep Theatre UsePermitThe applicant shall defend, indemnify, and hold harmlessthe City and/or its agents,officers, and employees from any claim, action, orproceeding against the City and/ or itsagents, officers, or employees to attack, set aside, void, orannul the approval by the Cityof this project, and all actions relating thereto, including butnot limited to environmentalreview (" Indemnified Claims"). The City shall promptlynotify the applicant of anyIndemnified Claim upon being presented with theIndemnified Claim, and City shall fullycooperate in the defense against an Indemnified Claim.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A98SLO Rep Theatre UsePermitThe proposed SLO Rep theatre shall operate in substantialcompliance with the projectdescription approved by the City Council.This will be addressed in a separatesubmittal by SLO Rep TheatreN/ACOA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #Page 205 of 814
CallOR1-800-642-2444EXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.GENERAL NOTES1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY BUILDINGDEPARTMENT. THE BUILDING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TOSTARTING OF CONSTRUCTION AND OF THE TIME LOCATION OF THE PRECONSTRUCTIONCONFERENCE. ANY CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS OR PRIORNOTIFICATION TO THE BUILDING DEPARTMENT WILL BE REJECTED AND WILL BE AT THECONTRACTOR’S AND/OR OWNER’S RISK.2. FOR ANY CONSTRUCTION PERFORMED THAT IS NOT IN COMPLIANCE WITH PLANS OR PERMITSAPPROVED FOR THE PROJECT THE CITY BUILDING DEPARTMENT MAY REVOKE ALL ACTIVEPERMITS AND RECOMMEND THAT CITY CODE ENFORCEMENT PROVIDE A WRITTEN NOTICE ORSTOP WORK ORDER.3. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENTCITY OF SAN LUIS OBISPO BUILDING DEPARTMENT STANDARDS AND ALL WORK SHALL BESUBJECT TO THE APPROVAL OF THE BUILDING DEPARTMENT.4. THE PROJECT OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND/ORMAINTAINING ALL WEATHER ACCESS AT ALL TIMES TO EXISTING PROPERTIES LOCATED IN THEVICINITY OF WORK. ADDITIONALLY, THEY SHALL BE RESPONSIBLE FOR MAINTAINING ALLEXISTING SERVICES, INCLUDING UTILITY, GARBAGE COLLECTION, MAIL DISTRIBUTION, ETC, TOALL EXISTING PROPERTIES LOCATED IN THE VICINITY OF WORK.5. ON-SITE HAZARDS TO PUBLIC SAFETY SHALL BE SHIELDED BY CONSTRUCTION FENCING.FENCING SHALL BE MAINTAINED BY THE PROJECT OWNER AND CONTRACTOR UNTIL SUCHTIME THAT THE PROJECT IS COMPLETED AND OCCUPIED, POTENTIAL HAZARDS HAVE BEENMITIGATED, OR ALTERNATIVE PROTECTIVE MEASURES HAVE BEEN INSTALLED.6. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY PUBLIC IMPROVEMENTSTANDARDS. TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. THE TESTRESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.7. ROADWAY COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL, AGGREGATE BASEMATERIAL, AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADEPRIOR TO THE PLACEMENT OF THE NEXT MATERIAL LIFT.8. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THEZONE BETWEEN FINISHED SUBGRADE ELEVATION AND A MINIMUM OF ONE FOOT BELOW. ALLMATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO90% RELATIVE COMPACTION.9. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE IMPROVEMENTS WHEN COMPLETEDARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR A FINAL INSPECTION.RECORD DRAWINGS SHALL BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVILENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING AS-BUILT PLANS MAY BEPRESENT WHEN THE FINAL INSPECTION IS MADE BY THE CITY .10. AN ENGINEER OF WORK AGREEMENT AND AN ENGINEER CHECKING AND INSPECTIONAGREEMENT ARE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE BUILDINGDEPARTMENT SHALL BE NOTIFIED IN WRITING OF ANY CHANGES TO THE ENGINEER OF WORKAGREEMENT. CONSTRUCTION SHALL NOT PROCEED WITHOUT AN ENGINEER OF WORK.11. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION.12. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITYRIGHT-OF-WAY. THE ENCROACHMENT PERMIT MAY ESTABLISH ADDITIONAL UTILITY ANDTRAFFIC CONTROL REQUIREMENTS.13. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY BUILDING DEPARTMENT MAY REQUIREREVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD.ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER’S ENGINEER OFWORK.14. FOR ANY PUBLIC IMPROVEMENTS TO BE MAINTAINED BY THE CITY , IF ENVIRONMENTALPERMITS FROM THE U.S. ARMY CORPS OF ENGINEERS, THE CALIFORNIA REGIONAL WATERQUALITY CONTROL BOARD/STATE WATER RESOURCES CONTROL BOARD, OR THE CALIFORNIADEPARTMENT OF FISH & GAME ARE REQUIRED, THE DEVELOPER SHALL:14.a. SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY BUILDING DEPARTMENTOR,14.b. DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT IS NOTREQUIRED;PRIOR TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS FOR CITY MAINTENANCE ANDRELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BY SAIDPERMITS WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER.15. WHEN THE PROJECT SITE EARTHWORK IS NOT INTENDED TO BALANCE THEN A SEPARATEGRADING PERMIT FOR THE SENDING OR RECEIVING PROPERTY MAY BE REQUIRED. A COPY OFTHE PERMIT/S OR EVIDENCE THAT NO PERMITS ARE REQUIRED SHALL BE SUBMITTED TO THEDEPARTMENT PRIOR TO COMMENCING PROJECT EARTHWORK.PROJECT PRE-CONSTRUCTION MEETINGPRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITHTHE REPRESENTATIVE OF THE CITY OF SAN LUIS OBISPO, THE CIVIL ENGINEER OF RECORD, THESOILS ENGINEER OF RECORD, THE GRADING CONTRACTOR OF RECORD, THE OWNER/DEVELOPER,AND OTHERS REQUIRED TO IMPLEMENT AND TO SUPPORT THIS PROJECT. THE OWNER/DEVELOPERSHALL COORDINATE THIS MEETING WITH THE CITY REPRESENTATIVE AND OTHER PARTIES.OBSERVATION AND TESTING PROGRAMTHE SOILS ENGINEER OF RECORD SHALL OBSERVE THE FOLLOWING TASKS:1. PLACEMENT, BACKFILL, AND COMPACTION OF FILL MATERIALBI-WEEKLY REPORTS ARE REQUIRED BY THE SOILS ENGINEER OF RECORD TO THE GRADINGINSPECTOR, MONITORING THE JOB PROGRESS INCLUDING THE STATUS OF EROSION &SEDIMENTATION MONITORING.A FINAL REPORT IS REQUIRED FOR ENGINEERING GRADING INCLUDING ALL COMPACTIONREPORTS.PROJECT REPORT REQUIREMENTSPAD CERTIFICATION REQUIREMENTA SOIL OR CIVIL ENGINEER SHALL DETERMINE GRADING PERFORMED FOR THIS PROJECT IS INSUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND IS SUITABLE TO SUPPORT THEINTENDED STRUCTURE(S). THE ENGINEER SHALL SUBMIT A FINAL REPORT TO THE CITY OF SAN LUISOBISPO.SOIL REPORT REQUIREMENTSTHE SOIL REPORT #303310-001 . OBSERVATIONS AND RECOMMENDATIONS SHALL BE FOLLOWED. AREPRESENTATIVE OF THE GEOTECHNICAL SERVICES SHALL OBSERVE ALL APPLICATIONS REGARDINGGENERAL GRADING, PAD GRADING, SLOPE CONSTRUCTION, UTILITY TRENCHES AND FOUNDATIONCONSTRUCTION.GRADING NOTES1. ALL GRADING CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CODES AS NOTED UNDER"APPLICABLE CODES" HEADING.2. THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETINGWITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITYBUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PERFORMED, ANDARRANGE FOR INSPECTION.3. GRADING SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT#303310-001 BY EARTH SYSTEMS PACIFIC, INC. , DATE 12/13/2019 REV DATED 1/7/2020 FILED WITHTHE CITY OF SAN LUIS OBISPO.4. SOILS ENGINEER TO DETERMINE THE SOIL IS SUITABLE TO SUPPORT THE INTENDED STRUCTURE.SUCH REPORT INCLUDING PROGRESS AND/OR COMPACTION REPORTS SHALL BE SUBMITTED TOTHE FIELD INSPECTOR PRIOR TO FINAL INSPECTION WHEN A SOILS REPORT IS OBTAINED. THECITY POLICY REGARDING PAD CERTIFICATION SHALL BE FOLLOWED. WHEN APPLICABLE THEENGINEER SHALL OBSERVE THE GRADING OPERATION(S) AND PROVIDE THE FIELD INSPECTORWITH REQUIRED COMPACTION REPORTS AND A REPORT STATING THAT THE GRADINGPERFORMED HAS BEEN OBSERVED AND IS IN CONFORMANCE WITH THE UBC AND CITYORDINANCES.5. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONEVERTICAL (2:1).6. DUST CONTROL IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.7. AREAS OF FILL SHALL BE SCARIFIED, BENCHED AND RECOMPACTED PRIOR TO REPLACING FILLAND OBSERVED BY A SOIL OR CIVIL ENGINEER.8. FILL MATERIAL WILL BE RECOMPACTED PER SOILS REPORTS RECOMMENDATIONS.9. REMOVE ANY DELETERIOUS MATERIAL ENCOUNTERED BEFORE PLACING FILL.10. ALL DISTURBED AREAS SHALL BE HYDRO SEEDED OR PLANTED WITH APPROVED EROSIONCONTROL VEGETATION AS SOON AS PRACTICAL AFTER CONSTRUCTION IS COMPLETE.11. MINIMUM SETBACK TO CREEKS AND BLUFFS SHALL BE MAINTAINED.12. MINIMUM SLOPE AWAY FROM BUILDINGS SHALL BE 5% FOR EARTH AND 2% FOR PAVED SUFACESFOR THE FIRST TEN FEET AROUND PERIMETER.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEYMARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BERESET AT THE CONTRACTOR'S EXPENSE.14. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHT OF WAY SHALL HAVEAN APPROPRIATE CONTRACTOR'S LICENSE, A LOCAL BUSINESS LICENSE, AND SHALL OBTAIN ANENCROACHMENT PERMIT.15. ENGINEERING REPORTS FOR CUT OR FILL SLOPES STEEPER THAN 2:1 SHALL BE SUBMITTED TOTHE FIELD INSPECTOR.UNDERGROUND UTILITY NOTES1. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHINTHE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURESMAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE.THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES ANDOTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION.2. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THECONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OFANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BEPRESENT DURING EXCAVATION.SPECIAL INSPECTIONS1. ALL CONSTRUCTION & INSPECTIONS SHALL CONFORM TO 2019 CALIFORNIA BUILDING CODE(CBC) CHAPTER 17.2. SPECIAL INSPECTION REQUIREMENT ARE REQUIRED FOR THIS PROJECT, THE OWNER ORREGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'SAGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONSDURING CONSTRUCTION ON ALL TASKS IDENTIFIED BELOW.3. SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATECOMPETENCE, TO THE SATISFACTION OF THE CITY BUILDING DEPARTMENT. NAMES ANDQUALIFICATIONS OF SPECIAL INSPECTOR(S) SHALL BE SUBMITTED TO THE CITY BUILDINGDEPARTMENT FOR APPROVAL.4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF COMPONENTS LISTED IN THESPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THECITY BUILDING DEPARTMENT AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK. THESTATEMENT SHALL CONTAIN THE ITEMS LISTED IN CBC 1706.1.5. A FINAL REPORT PREPARED BY A SOIL OR CIVIL ENGINEER SHALL BE SUBMITTED TO THE FIELDINSPECTOR STATING THE WORK PERFORMED IS IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED PLANS, APPLICABLE CODES, AND IS FOUND TO BE SUITABLE TO SUPPORT THEINTENDED STRUCTURE. SUCH REPORT SHALL INCLUDE ANY FIELD PROGRESS REPORTS,COMPACTION DATA ETC.SECTION 1705, STATEMENT OF SPECIAL INSPECTIONS:x1705.1 GENERAL. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY SECTION 1704,1707 OR 1708, THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALLPREPARE A STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705 FORSUBMITTAL BY THE PERMIT APPLICATION (SEE SECTION 1704.1.1).x1705.2 CONTENT OF STATEMENT OF SPECIAL INSPECTIONS. THE STATEMENT OF SPECIALINSPECTIONS SHALL IDENTIFY THE FOLLOWING:a. THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIALINSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGNPROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK.b. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.c. THE TYPE AND EXTENT OF EACH TEST.d. ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WINDRESISTANCE AS SPECIFIED IN SECTION 1705.3, 1705.4, 1707 OR 1708.e. FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT WILL BECONTINUOUS SPECIAL INSPECTION OR PERIODIC SPECIAL INSPECTION. SECTION (TABLE) 1704.7, REQUIRED VERIFICATION AND INSPECTION OF SOILS.a. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARINGCAPACITY SHALL BE PERFORMED PERIODICALLY DURING TASK.b. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPERMATERIAL, SHALL BE PERFORMED PERIODICALLY DURING TASK.c. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS, SHALL BEPERFORMED PERIODICALLY DURING TASK.d. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENTAND COMPACTION OF CONTROLLED FILL, SHALL BE PERFORMED CONTINUOUSLY DURINGTASK.e. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HADBEEN PREPARED PROPERLY, SHALL BE PERFORMED PERIODICALLY DURING TASK.OBSERVATION & TESTING PROGRAM.THE PROJECT SOILS ENGINEER SHALL PERFORM THE INSPECTION & TESTING FOR THEFOLLOWING TASKS:xFINAL PLANSxSTRIPPING AND CLEARING OF VEGETATIONxRECOMPACTION OF SCARIFICATION SOILSxFILL PLACEMENT AND COMPACTIONxOVER EXCAVATINGxVERIFICATION OF SOILS TYPE & DEPTHxFINAL REPORTTHE SOIL ENGINEER OF WORK SHALL BE EARTH SYSTEMS PACIFIC, INC. SOILS REPORT#303310-001 THE PROJECT ENGINEER OF WORK SHALL PERFORM THE INSPECTION FOR THEFOLLOWING TASKS:xROUGH GRADING & SITE PREPARATIONxFINAL GRADING INSPECTION PRIOR TO FINAL CITY INSPECTIONTHE PROJECT ENGINEER OF WORK SHALL BE DANIEL SOTELO OF ENGINEERING DESIGNPROFESSIONALS, INC., RCE 81227, P.O. BOX 4456, SAN LUIS OBISPO, CA 93403, PHONE (805)602-6167THE ENGINEER OR WORK SHALL STATE IN WRITING THE WORK IS IN SUBSTANTIALCONFORMANCE WITH THE APPROVED PLANS.PROJECT SURVEY MONUMENTSEXISTING SURVEY MONUMENTS SHALL BE TIED OUT OR REPLACED IN ACCORDANCE WITHCITYSTANDARDS AND SPECIFICATIONSGRADING AND VEGETATION REMOVALTO CONTROL EROSION, ACTUAL GRADING SHALL BEGIN WITHIN 30 DAYS OF VEGETATION REMOVALOR THAT AREA SHALL BE PLANTED UNDER THE PROVISIONS OF SECTION 16.08.340. NOVEGETATION REMOVAL OR GRADING WILL BE ALLOWED WHICH WILL RESULT IN THE SILTATION OFWATER COURSE OR UNCONTROLLABLE EROSION (16.08.300 C.2)GROUND PREPARATIONPREPARATION OF GROUND FOR FILL. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVEFILL BY THE REMOVAL OF TOPSOIL AND OTHER UNSUITABLE MATERIALS AS DETERMINED BY THESOILS ENGINEER.PREPARATION OF THE GROUND. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BYREMOVING VEGETATION, NON-COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALSSCARIFYING TO PROVIDE A BOND WITH THE NEW FILL.FILL MATERIAL PERMITTED. NO ORGANIC MATERIAL SHALL BE PERMITTED IN FILLS EXCEPT ASTOPSOIL USED FOR SURFACE PLANT GROWTH ONLY AND WHICH DOES NOT EXCEED 4 INCHES INDEPTH. (16.08.310 E)EROSION CONTROL MEASURESEROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE ANDFUNCTIONALLEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||APPLICABLE CODESxSAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERINGSTANDARDS AUGUST 2020 EDITION.x2019 PLUMBING CODE AND ITS APPENDICES AND STANDARDSx2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES ANDSTANDARDSx2019 CALIFORNIA ELECTRIC CODE AND ITS APPENDICES AND STANDARDSx2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARADSx2019 CALIFORNIA GREEN BUILDING STANDARDSx2019 CALIFORNIA ADMINISTRATIVE CODE (CAC) TITLE 24, PART ICALIFORNIA CODE OF REGULATIONS (CCR)x2019 CALIFORNIA BUILDING CODE (CBC) TITLE 24, PART 2 CCR BASED ON2012 IBC AND 2016 CA AMENDMENTSx2019 CALIFORNIA REFERENCE STANDARD CODE TITLE 24, PART 12 CCRNOTE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TOCONTACT "UNDERGROUND SERVICE ALERT" BY PHONE AT 8-1-1 FORTY-EIGHT(48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOROR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THELOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.CITY OF SAN LUIS OBISPO NOTESA. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THEUTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENTEDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. (THE CURRENTADOPTED STANDARDS ARE DATED AUGUST 2020.)B. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK, OR DRIVEWAYAPPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKSDIRECTOR.C. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLICRIGHT-OF-WAY, WITHIN CITY EASEMENTS, OR FOR CONNECTIONS TO PUBLIC UTILITIES. WORKREQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS,UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK,DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREETTREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTIONOR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.D. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 805-781-7200 WITH AT LEAST A48-HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINALINSPECTION.E. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD ANDCONSTRUCTION DEBRIS AT THE END OF EACH DAY.F. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKSDEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.G. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALLHAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINALINSPECTION APPROVALS.H. ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUTBY A LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TOOCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS ANDPROFESSIONS CODE.I. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THESATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALLDEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.PROJECT No. #303310-001DATED: 12/13/2019 REV DATED 1/7/2020AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY: RRM DESIGN GROUPA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETETOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETELEGENDHIGH POINTTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER(0" CURB WHERE APPLIES)1. ANY DAMAGE, AS A RESULT OF CONSTRUCTION OPERATIONS FOR THIS PROJECT, TO CITYFACILITIES, I.E. CURB/BURM, STREET, SEWER LINE, WATER LINE, OR ANY PUBLICIMPROVEMENTS SHALL BE REPAIRED AT NO COST TO THE CITY OF SAN LUIS OBISPO.2. NO WORK SHALL OCCUR WITHIN (OR USE OF) THE CITY'S RIGHT OF WAY WITHOUT ANENCROACHMENT PERMIT. ENCROACHMENT PERMITS ARE AVAILABLE AT THE CITY OF SAN LUISOBISPO PUBLIC WORKS OFFICE LOCATED AT 990 PALM STREET. THE ENCROACHMENT PERMITSHALL BE ISSUED CONCURRENTLY WITH THE BUILDING PERMIT.3. DUE TO MANDATORY WATER CONSERVATION REQUIREMENTS AND STORMWATERREQUIREMENTS NO PRESSURE WASHING IS ALLOWED UNLESS IT IS DIRECTLY DUE TOPROFESSIONAL PREPARATION OF EXTERIOR PAINTING OF PROPERTY. NO DISCHARGE OFNON-STORMWATER IS ALLOWED INTO THE MUNICIPAL STORM DRAIN SYSTEM ANDCONTRACTOR MUST PROVIDE MEASURES TO PREVENT ANY DISCHARGE FROM ENTERING THESTORMWATER SYSTEM.APN No.002-412-011ACREAGE:0.89ZONINGO-HCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-NS.dwg, Layout1, May 31, 2022 2:37am, dsotePHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAREGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYD-1.0MAY 31, 2022NOTESDS55/31/2022DSDSDSNTSREGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYPage 206 of 814
EXISTING GATE VALVEEXISTING GATE VALVEEXISTING SSMHRIM EL =(202.14)EXISTING 2.5'RETAINING WALLDRIP LINEDRIP LINE48" OAKEXISTING SSCOEXISTINGWATER METEREXISTING GATE VALVEMONTEREY STREET201.99
FS
197.84FSN36° 28' 51"W 279.70'N53° 05' 37"E 214.61'S36° 15' 10"E 281.64'(PUBLIC)31.58'0.5'LOBBYFF 201.40(FUTURE)(201)
(202)
(203)(204)200.93FS201.77FS200.96FSLIMITS OF 100 YR FLOOD PLAIN200.60FG198.79FS25' RWFRONTAGE IMPROVEMENTS (BY OTHERS)200.66FS201.56FSBEGINNING OF WALL 1END OF WALL 1BEGINNING OF WALL 2END WALL 3END OF WALL 2BEGINNING WALL 3WALL 2(FUTURE)WALL 3(FUTURE)WALL 1(FUTURE)FUTURE IMPROVEMENTSFUTURE IMPROVEMENTSFUTURE IMPROVEMENTS197.17FS199.97FG(193)(194)(195)(196)
(197)(200)(198)
(199)(195)(194)(196)(197)(198)(199)(200)(201)
(202)(203)(205)1+341+00BEGINNING OF WALL 4WALL 4(FUTURE)END OF WALL 4200.61FG
200.58FG200.09FG200.64FSNIPOMO STREET(PUBLIC)1681701801902002102202301681701801902002102202300+75 1+001+502+00STA: 1+00.00 TOF ELEV: 187.21END WALLSTA: 1+80.76 TOF ELEV: 196.07END WALLSTA: 1+36.78 TOF ELEV: 187.21STA: 1+36.78 TOF ELEV: 196.07STEP FOOTINGSTA: 1+36.78 TOF ELEV: 196.07APSTA: 1+76.77 TOF ELEV: 196.07APSTA: 1+00.00 TOW ELEV: 201.43BEGIN WALLSTA: 1+09.32 TOW ELEV: 201.43STA: 1+09.32 TOW ELEV: 200.76STEP WALLSTA: 1+55.90 TOW ELEV: 200.76STA: 1+55.90 TOW ELEV: 201.43STEP WALLSTA: 1+80.78 TOW ELEV: 201.43END WALLGRADE AT FACE OF WALLGRADE ATBACK OF WALLDEEPEND FOOTING W/MOISTURE CUTOFF1701801902002102202301701801902002102202300+75 1+001+50STA: 1+00.00 TOF ELEV: 199.90BEGIN WALLSTA: 1+13.31 TOF ELEV: 199.90STA: 1+13.31 TOF ELEV: 199.23STEP FOOTINGSTA: 1+24.54 TOF ELEV: 199.23END WALLSTA: 1+13.62 TOF ELEV: 199.23BCSTA: 1+00.00 TOW ELEV: 204.59BEGIN WALLSTA: 1+24.54 TOW ELEV: 204.59END WALLGRADE AT BACK OF WALLGRADE AT FACE OF WALL1701801902002102202301701801902002102202301+001+50 1+60STA: 1+16.43 TOF ELEV: 199.90BEGIN WALLSTA: 1+43.80 TOF ELEV: 199.23END WALLSTA: 1+39.06 TOF ELEV: 199.90STA: 1+39.06 TOF ELEV: 199.23STEP FOOTINGSTA: 1+26.93 TOF ELEV: 199.90APSTA: 1+16.43 TOW ELEV: 204.59BEGIN WALLSTA: 1+43.80 TOW ELEV: 204.59END WALLGRADE ATFACE OF WALLGRADE ATBACK OF WALL1751801902002102202301751801902002102202300+75 1+001+50STA: 1+00.00 TOF ELEV: 199.07BEGIN WALLSTA: 1+33.65 TOF ELEV: 199.07END WALLSTA: 1+13.85 TOF ELEV: 199.07APGRADE AT FACE OF WALLSTA: 1+00.00 TOW ELEV: 202.42BEGIN WALLSTA: 1+01.34 TOW ELEV: 202.42STA: 1+01.34 TOW ELEV: 203.09STEP WALLSTA: 1+10.65 TOW ELEV: 203.09STA: 1+10.65 TOW ELEV: 203.76STEP WALLSTA: 1+29.28 TOW ELEV: 203.76STA: 1+29.28 TOW ELEV: 204.43STEP WALLSTA: 1+33.64 TOW ELEV: 204.43END WALLGRADE AT BACK OF WALLEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.CallOR1-800-642-24442% MINCONCRETE8" MIN5% MINFOR 10'APN No.002-412-011ACREAGE:0.89ZONINGO-HPROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY: RRM DESIGN GROUPA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)FUTURE RETAINING WALL. SEE WALL PROFILES THIS SHEET FOR TOP OFWALL AND TOP OF FOOTING ELEVATIONS. CONTRACTOR TO PROVIDEBACK OF WALL ASPHALTIC WATER PROOFING, DRAIN ROCK, ANDPERFORATED PIPE PER GEOTECHNICAL REPORT. PERFORATED PIPE TODAYLIGHT. CONTRACTOR TO VERIFY WALL HEIGHT PRIOR TOCONSTRUCTION.CONSTRUCTION NOTESLEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETETOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETELEGENDHIGH POINTTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER(0" CURB WHERE APPLIES)CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, GRADING 1, May 31, 2022 2:37am, dsotePHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAREGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARY1. FOOTING DEPTH ELEVATIONS ARE BASED ON THE MINIMUM DEPTH AS SPECIFIED BYTHE SOILS ENGINEER. FINAL FOOTING DEPTH SHALL BE DETERMINED BY THE SOILSENGINEER. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD WITH FINAL WALLDESIGN REQUIREMENTS PRIOR TO FOOTING CONSTRUCTION.2. SEE RETAINING WALL DETAIL X, ON SHEET XX FOR ADDITIONAL INFORMATION.D-2.0RETAINING WALLS PLAN & PROFILESPROJECT No. #303310-001DATED: 12/13/2019 REV DATED 1/7/2020AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.MAY 31, 2022DSDSDSDS1" = 10'55/31/2022Page 207 of 814
UPSSSSWWWWWWWWWWWWWWJTJTJTJTJTJTJTJTJTJTJTJTJTJTSDSDSDSD SD SD SD
SDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDEXISTING GATE VALVEEXISTING GATE VALVEEXISTING SSMHRIM EL =(202.14)EXISTING 2.5'RETAINING WALLDRIP LINEDRIP LINE48" OAKEXISTING POWER POLEEXISTING 2.5' RETAINING WALLEXISTING GATE VALVEEXISTING CURB & SIDEWALKEXISTING CURB ANDSIDEWALKEXISTING CURB,GUTTER, ANDSIDEWALKEXISTING STREET TREEEXISTINGHANDICAPRAMPEXISTING SSCOEXISTINGWATER METERMONTEREY STREETDANA STREETEXISTING SSMHRIM EL = 191.85NIPOMO STREETN53° 05' 37"E 214.61'(PUBLIC)(PUBLIC)(PUBLIC)2.43'36.91'FF 201.40PROPOSED THEATER(FUTURE)LIMITS OF 100 YR FLOOD PLAINLINE OF DECK ABOVELINE OF STAIRS ABOVE0.5'200.00 TG194.56 INV.200.66 TG197.68 INV.200.63 RIM193.96 INV.197.31 RIM190.77 INV.190.31 INV.189.08 INV.± 6 LF15.3'31.2'FRONTAGE IMPROVEMENTS (BY OTHERS)FRONTAGE IMPROVEMENTS (BY OTHERS)FUTURE IMPROVEMENTSFUTURE IMPROVEMENTSFUTURE IMPROVEMENTSFUTURE IMPROVEMENTS188.18 INV.8.5'7.9'31.6'8.4'193.64 INV.15.6'D4.3C4.3A4.3B4.3INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTURE BARRIER LINEROR EQUIVALENT AT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE22.1'5.4'8.5'48.4'5.0'V = 2,235 CFBASIN 1197.54 INV.197.11 INV.±7 LF±18 LF±5 LF (ROOF AREA TO DRAINTO BASIN 2) (ROOF AREA TODRAIN TO BASIN 2)± 4 LF± 29 LF± 23 LF± 8 LF± 3 LF± 36 LF± 14 LF193.11 INV.196.21 INV.192.63 INV.189.45 INV.190.10 TG187.10 INV. (E)188.10 INV. (S)182.35 SUMP189.86 TG187.36 INV. (W)187.36 INV. (E)195.55 TG189.50 INV. (N)189.50 INV.(W)187.30 SUMP193.29 TG191.29 INV.± 26 LF199.80 TG197.06 INV. (W)197.80 INV. (S)190.80 SUMP± 7 LFPROPOSED JOINT TRENCH FORTHEATER (FUTURE)PROPOSED SANITARY SEWERFOR THEATER (FUTURE)BASIN 3V = 720 CF± 7 LF189.64 INV.INSTALL 30 MIL HDPE MOISTURE BARRIER LINEROR EQUIVALENT AT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE± 3 LF± 2 LF192.71 INV.192.99 INV.V = 1,659 CFBASIN 2187.49 INV.190.48 TG187.98 INV.187.80 TG± 8 LF± 19 LF± 11 LFEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.CallOR1-800-642-24442% MINCONCRETE8" MIN5% MINFOR 10'PROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.APN No.002-412-011ACREAGE:0.89ZONINGO-HPROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY: RRM DESIGN GROUPA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)LEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKJOINT TRENCHWATERSTORM DRAINSANITARY SEWERXXX(100)(101)||||||||||||||||||||||||||||||ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'SSPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED INDRIVEWAY LOCATIONS.INSTALL STORMTECH MC-7200 CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 3,SHEET D-4.0.STORM DRAIN CONSTRUCTION NOTES(FUTURE) INSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS. GRATE TO BETRAFFIC RATED NEAR DRIVEWAY LOCATIONS.(FUTURE) CONNECT ROOF DRAINS TO ADS EXPANDABLE DOWNSPOUTADAPTER WITH CLEAN OUT OR EQUIVALENT PER MANUFACTURER'SSPECIFICATIONS AND TYPICAL DOWNSPOUT DETAIL 1, SHEET D-4.0.(FUTURE) INSTALL 8"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.(FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.(FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE AT 2% MIN.PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET D-4.0.(FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-UP.dwg, GRADING 1, May 31, 2022 2:38am, dsotePHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAREGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYD-3.0STORM DRAIN PLAN(FUTURE) INSTALL 12" MIN. STORM DRAIN LATERAL CONNECTION POINT.MAY 31, 2022DS55/31/2022DSDSDS1" = 10'JTJTJTWWWSDSDSDSSSSSS(FUTURE) INSTALL 8" MIN. STORM DRAIN LATERAL CONNECTION POINT.INSTALL STORMTECH MC-3500 CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 4,SHEET D-4.1INSTALL STORMTECH MC-3500 CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 5,SHEET D-4.2.(FUTURE) INSTALL 4" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.(FUTURE) INSTALL 4" ADS-N12 WT HDPE STORM DRAIN PIPE AT 2% MIN.PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET D-4.0.(FUTURE) INSTALL 8"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEEWITH RISER OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.Page 208 of 814
MAY 31, 2022DSDSDSDSNTS55/31/2022CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (3), May 31, 2022 2:38am, dsotePHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAREGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYD-4.0CONC. FLOOR SLABF.F. ELEV. PER PLANDOWNSPOUT ADAPTORINSERTED IN RISER PIPECLEANOUT WITH ENDCAP ADJUST RIMELEVATION PER PLAN6" SDFINISH GRADESTORM DRAINPIPE PER PLAN.INV ELEVATIONPER PLAN.90° ELBOW45° BEND45° WYEHDPE PIPE (TYP.)NOTES:1. ALL PIPES/FITTINGS LOCATED WITHIN 5 FEET OF FOUNDATION SHALL BE WATER TIGHT2. ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATERTIGHT. CONTRACTOR TO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEERPRIOR TO CONSTRUCTION3. ALL PIPES/FITTING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS4. DO NOT GLUE DOWNSPOUT ADAPTER TO STORM DRAIN RISER - USE SMALL AMOUNT OF LUBRICANT ORGREASE TO SEAL CONNECTION AND ALLOW FOR FUTURE ADAPTER5. CLEANOUTS, FITTINGS, AND PIPE TO BE TRAFFIC RATED IF LOCATED IN AREAS NEAR OR IN VEHICULARTRAFFICDOWNSPOUT (BY OTHERS)NOTES:1. NO TREES OR LARGE BUSHES ARE TO BE PLANTED OVER SEWER/STORM DRAIN PIPE2. NATIVE MATERIAL MAY SUFFICE FOR BEDDING AND INITIAL BACKFILL - SEE SOILS REPORT3. CONTRACTOR TO INSTALL PIPE PER MANUFACTURER'S SPECIFICATIONS4. CONTRACTOR TO VERIFY MANUFACTURER'S MIN COVER AND LOADING REQUIREMENTS PRIOR TO CONSTRUCTION5. ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATER TIGHT. CONTRACTORTO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTIONS9" MAX DIA.FINISH GRADELANDSCAPE TOPSOIL,WHERE OCCURSNATIVE MATERIAL@ 90% MIN R.C.CLEAN SAND@ 95% MIN R.C.3" MIN SAND COVER(HAND-TAMPED)3" MIN SAND COVER(HAND-TAMPED)NON-VEHICULAR AREASS9" MAX DIA.PAVEMENT SECTION PERGEOTECHNICAL REPORTTOP 12" @ 95% MIN R.C.NATIVE MATERIAL@ 90% MIN R.C.CLEAN SAND@ 95% MIN R.C.3" MIN SAND COVER(HAND-TAMPED)3" MIN SAND COVER(HAND-TAMPED)VEHICULAR AREASLIFTS NOT EXCEEDING 12 INCHESDETAIL SHEETPage 209 of 814
MAY 31, 2022DSDSDSDSNTS55/31/2022CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (4), May 31, 2022 2:38am, dsotePHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAREGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYD-4.1DETAIL SHEETPage 210 of 814
CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS, May 31, 2022 2:38am, dsotePHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAREGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYD-4.2MAY 31, 2022DSDSDSDSNTS55/31/2022LIFTS NOT EXCEEDING 12 INCHESDETAIL SHEETPage 211 of 814
FF=190.16PARKING STRUCTURE(BY OTHERS)FF=201.40BUILDING(FUTURE)11EXISTING GROUND8.5'7.9'8.4'INSTALL STORMTECH MC-3500CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 5, SHEET D-4.2.PROPOSED GROUNDINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE9" STONE FOUNDATION DEPTHBOTTOM OF STONE ELEV.= 183.60RW1115.6'15.3'MONTEREY ST (PUBLIC)FRONTAGE IMPROVEMENTS (BY OTHERS)INSTALL STORMTECH MC-3500CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 4, SHEET D-4.1.PROPOSED GROUNDINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEFF=201.40BUILDING(FUTURE)EXISTING GROUNDINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE20" STONE FOUNDATION DEPTHBOTTOM OF STONE ELEV.= 187.30FRONTAGE IMPROVEMENTS (BY OTHERS)MONTEREY STCLRWEXISTING ASPHALT (PUBLIC)EXISTING GROUNDINSTALL STORMTECH MC-7200CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 3, SHEET D-4.0.PROPOSED GROUNDFUTURE RETAININGWALL (BY OTHERS)8.5'48.4'PARKING STRUCTURESTAIRS(BY OTHERS)INSTALL 30 MIL HDPEMOISTURE BARRIERLINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPEMOISTURE BARRIERLINER OR EQUIVALENTAT PERIMETER STONE24" STONE FOUNDATION DEPTHBOTTOM OF STONE ELEV.= 190.8PL5.0'INSTALL STORMTECH MC-7200CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 3, SHEET D-4.0.PROPOSED GROUNDPROPOSED GROUNDFUTURE RETAININGWALL (BY OTHERS)FUTURE RETAININGWALL (BY OTHERS)10.4'EXISTING GROUND2.1'24" STONE FOUNDATION DEPTHBOTTOM OF STONE ELEV.= 190.8INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT ATPERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT ATPERIMETER STONECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (2), May 31, 2022 2:38am, dsotePHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19DATENO.SAN LUIS OBISPO, CAREGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYD-4.3DETAIL SHEETMAY 31, 2022DSDSDSDSNTS55/31/2022Page 212 of 814
REQUEST FOR PROPOSALS
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES
CULTURAL ARTS DISTRICT PARKING STRUCTURE
CITY PROJECT NO. 90435
May 2022
The City of San Luis Obispo (City) is currently soliciting proposals for Resident Engineer and
Construction Management Services for its Cultural Arts District Parking Structure Project.
Each proposal must specify each and every item as set forth in the attached specifications. Any and
all exceptions must be clearly stated in the proposal. Failure to set forth any item in the specifications
without taking exception may be grounds for rejection. The City reserves the right to reject any and all
proposals and to waive any irregularity or informality in any proposal or in the RFP process, as long as,
in the judgment of the City, such action will not negate fair competition and will permit proper
comparative evaluation of the proposals submitted.
This RFP is posted on the City’s website at:
http://www.slocity.org
Any changes, additions, or deletions to this RFP will be in the form of written addenda issued by the
City. Any addenda will be posted on the website. Prospective proposers must check the website for
addenda or other relevant new information during the response period. The City is not responsible for
the failure of any prospective proposer to receive such addenda. All addenda so issued will become a
part of this RFP.
If your firm is interested and qualified, please submit the following in separately sealed envelopes plainly
marked with the proposal title, specification number, Consultant name, and time and date of the
proposal opening. All proposals must be submitted to the front counter at the Public Works Department,
919 Palm Street, by, 2:00 p.m. on July 28th, 2022.
If you have any questions about the proposal process, please contact the Engineer directly.
MANUEL GUZMAN
Construction Engineering Manager
mguzman@slocity.org
Page 213 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 2
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
Table of Contents
I. INTRODUCTION ..............................................................................................4
PURPOSE ............................................................................................................................................... 4
PROJECT LOCATION ............................................................................................................................ 4
BACKGROUND ...................................................................................................................................... 4
II. SCHEDULE AND SUBMITTAL ............................................................................6
A. RFP SCHEDULE .................................................................................................................................... 6
B. PROPOSAL SUBMITTAL ....................................................................................................................... 6
III. GENERAL INSTRUCTIONS ................................................................................7
A. CITY RIGHTS & OPTIONS ..................................................................................................................... 7
B. CHANGES TO THE RFP ........................................................................................................................ 8
C. COMMUNICATIONS............................................................................................................................... 9
D. INSURANCE ........................................................................................................................................... 9
E. EXCEPTIONS & DEVIATIONS ............................................................................................................. 10
F. AWARD AND STANDARD AGREEMENT ........................................................................................... 10
G. PREVAILING WAGE............................................................................................................................. 10
H. FAIR EMPLOYMENT PRACTICE ........................................................................................................ 11
I. PROTEST OF AWARD ......................................................................................................................... 11
IV. PROPOSAL FORMAT ...................................................................................... 12
COVER LETTER ................................................................................................................................... 12
FIRM QUALIFICATIONS ...................................................................................................................... 12
ORGANIZATION AND APPROACH ..................................................................................................... 12
SCOPE OF WORK ............................................................................................................................... 13
CONTRACT AGREEMENT .................................................................................................................. 13
REFERENCES ...................................................................................................................................... 13
OPTIONAL – ADDITIONAL SUPPORTING INFORMATION ............................................................... 13
V. CONSULTANT EVALUATION & CONTRACT AWARD ........................................ 14
PROPOSAL RESPONSIVENESS ........................................................................................................ 14
EVALUATION PROCEDURES ............................................................................................................. 14
CONTRACT AWARD ............................................................................................................................ 15
VI. 16
APPENDIX A – SCOPE OF SERVICES ......................................................................... 16
APPENDIX B – VICINITY MAP.................................................................................. 23
APPENDIX C – SAMPLE CONTRACT ......................................................................... 24 Page 214 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 3
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
APPENDIX D – QUALITY ASSURANCE PROGRAM .................................................... 31
APPENDIX E – CONTRACT DOCUMENTS ................................................................. 32
Page 215 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 4
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
I. INTRODUCTION
PURPOSE
The purpose of this Request for Proposal (RFP) is to provide interested parties with sufficient
information regarding the construction management services the City of San Luis Obispo
Department of Public Works (City) is seeking for its Cultural Arts District Parking Structure Project
(project). This information is intended to enable interested parties to prepare and submit proposals
for a single construction management and resident engineer team to manage the construction for
this project. See Scope of Services attached as Appendix A.
PROJECT LOCATION
The project is located on:
The corner of Nipomo Street and Palm Street. See Vicinity Map Attached as Appendix B.
BACKGROUND
The proposed scope is to provide construction management and resident engineer services to
manage the Cultural Arts District Parking Structure Project. It is anticipated that a single team will
work together to manage the demolition of an existing parking lot and buildings (the “Existing Site”)
and construction of a new cast-in-place parking facility consisting of at least 400 parking spaces
(the “Cultural Arts District Parking Structure”) in downtown San Luis Obispo (the “Project”). Two
future buildings are planned immediately adjacent to the parking structure: a “liner building” along
the Nipomo Street frontage and part of the Palm Street frontage; and a theater at the corner of
Monterey and Nipomo Streets. Although neither of these buildings are part of this scope of work,
they both have some shared access points and utilities which need to be coordinated as a part of
this project.
The project will be constructed in phases, under separate construction contracts, as follows:
1. Relocation of PG&E Services crossing site. Note: This contract inspection and management
will not be part of this work scope.
2. Phase 1B: Phase 1 On-Site Improvement Plans. Phase 1 includes site structure and
parking lot demolition, grading, and permanent shoring work in preparation for garage
construction in Phase 2.
3. Phase 2: Palm - Nipomo Parking Structure. Phase 2 includes vertical construction of the
parking structure, including frontage improvements and utility work.
Phase 1, On-Site Improvements, generally consists of:
1) Demolition and disposal of three residential lots and structures located at 633 Palm Street,
610 Monterey Street, and 614 Monterey Street
2) Demolition and site clearing of existing asphalt parking lot, including paving, landscaping,
meters, and miscellaneous improvements.
3) Temporary shoring along the Monterey Street frontage.
4) Construction of permanent shoring along the north-east property line.
5) Stormwater Chamber installation.
6) Existing tree protection.
Phase 2, Palm -Nipomo Parking Structure, generally consists of:
1) A new five-level cast-in-place parking structure with an approximately 32,000sf footprint
(approximately 163,000sf gross), and approximately 400 total parking spaces.
Page 216 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 5
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
a. Level 1 (the ground floor) consists of standard parking, accessible parking, EV
parking, and bicycle parking.
b. Level 2 consists of standard parking, accessible parking, and EV parking.
c. Level 3 and Level 4 consist of standard parking and accessible parking.
d. Level 5 (the roof deck) consists of standard parking and accessible parking, with
photovoltaic overhead panels.
e. Two elevators.
f. Automated revenue/payment system.
2) Site improvements including:
a. Off-site road improvements including new bulb-outs and decorative crosswalks and
intersections.
b. Construction of curb, gutter, driveway aprons, and sidewalk.
c. Underground utilities.
d. Pedestrian entry plazas (temporary where installed with future SLOREP Theatre
Improvements)
e. Planting and irrigation
Note that the building contracts will include provisions for the contractor to provide an office space
and a conference room for the construction management team and provide electricity, phone,
internet, water and sanitation services.
Phase one of the project is planned to begin construction in Spring 2023 and last for approximately
6 months, plus contract close-out. Phase two of the project is planned to begin construction in Fall
2023 and last for approximately 23 months, plus contract close-out
Page 217 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 6
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
II. SCHEDULE AND SUBMITTAL
A. RFP SCHEDULE
The following represents the tentative schedule for this RFP. Any change in the scheduled dates
for the Proposal Submission Deadline, or Interviews will be advertised in the form of an addendum
to this RFP. The schedule for other milestones dates may be adjusted without notice.
RFP Schedule Date
Issued June 25, 2022
Proposal Submission Date July 28, 2022, at 2:00 PM
Evaluation of Proposals August 11, 2022
Complete Evaluations August 24, 2022
Finalize Staff Recommendation August 31, 2022
Award by City Council September 27, 2022
Notice to Proceed 1 day from award by City Council
B. PROPOSAL SUBMITTAL
If your firm is interested and qualified, please submit a proposal in a sealed envelope by 2:00 p.m.
on July 28, 2022. The proposal must be a maximum of 15 pages total, not including staff resumés
Page 218 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 7
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
III. GENERAL INSTRUCTIONS
A. CITY RIGHTS & OPTIONS
1. All proposals must be submitted to the City’s Public Works Department, 919 Palm Street,
in sealed envelopes no later than 2:00 p.m. on July 28th, 2022. Late proposals will not be
considered.
2. All costs incurred in the preparation and submission of proposals and related
documentation will be borne solely by the proposer.
3. An impartial Selection Committee will develop a ranking of consultant proposals and
recommend the most qualified consultant for tentative selection and contract negotiations.
4. The cost proposal of the top ranked consultant will be reviewed and may be negotiated
with the consultant. Upon successful contract negotiations, staff will recommend a contract
be awarded.
5. Consultant fees will be negotiated with the selected firm and finalized prior to the award of
contract.
6. This RFP does not constitute an offer of employment or to contract for services. In addition,
this RFP does not commit the City to negotiate a contract. The issuance of this RFP does
not constitute an agreement by the City that any subsequent selection processes will occur,
or that any contract will be entered into by the C ity.
7. The City has the right to use any or all ideas or concepts presented in any proposal or
interview without restriction, without conversation to all applicants.
8. The City reserves the option to accept or reject any or all proposals, wholly or in part,
received by reason of this request, and make more than one award, or no award, as the
best interests of the City may appear.
9. All documents submitted to the City in response to this RFP will become the exclusive
property of the City.
10. The City reserves the right to award the contract to the firm that presents the proposal
which, in the judgment of the City, best accomplishes the desired results.
11. Any contract awarded pursuant to this Request for Proposal will incorporate the
requirements and specifications contained in this Request for Proposal. All information
presented in a proposer’s proposal will be considered binding upon selection of the
successful proposer, unless otherwise modified and agreed to by the City during
subsequent negotiations.
12. The City reserves the right to remedy technical errors, modify the published scope of
services and approve or disapprove the use of all sub-consultants.
13. The approximate term of the contract will be (2.5) years from date of award.
14. Any contract awarded pursuant to this RFP will incorporate the requirements and
specifications contained in this RFP. All information presented in a proposer’s proposal
will be considered binding upon selection of the successful proposer, unless otherwise
modified and agreed to by the City during subsequent negotiations.
15. Under the provisions of the California Public Records Act (the “Act”), Government Code
section 6252 et seq., all “public records” (as defined in the Act) of a local agency, such as
the City, must be available for inspection and copying upon the request of any person.
Page 219 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 8
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
Under the Act, the City may be obligated to provide a copy of any and all responses to this
RFP, if such requests are made after the contract is awarded. One exception to this
required disclosure is information which fits within the definition of a confidential trade
secret [Government Code section 6254(k)] or contains other technical, financial or other
data whose public disclosure could cause injury to the proposer’s competitive position. If
any proposer believes that information contained in its response to this RFP should be
protected from disclosure, the proposer MUST specifically identify the pages of the
response that contains the information by properly marking the applicable pages and
inserting the following notice in the front of its response:
NOTICE: The data on pages _ of this response identified by an asterisk (*)
contain technical or financial information, which are trade secrets, or
information for which disclosure would result in substantial injury to the
proposer’s competitive position. Proposer requests that such data be used
only for the evaluation of the response but understands that the disclosure
will be limited to the extent the City considers proper under the law. If an
agreement is entered into with the proposer, the City shall have the right to
use or disclose the data as provided in the agreement, unless otherwise
obligated by law.
The City will not honor any attempt by proposer to designate its entire proposal as
proprietary. If there is any dispute, lawsuit, claim or demand as to whether information within
the response to the RFP is protected from disclosure under the Act, proposer shall
indemnify, defend, and hold harmless, the City arising out of such dispute, lawsuit, claim or
demand.
16. The proposing firm warrants that no official or employee of the City has an interest, has
been employed or retained to solicit or aid in the procuring of a contract resulting from this
RFP, if any, and further warrants that such person will not be employed in the performance
of such contract without immediate written notice to the City.
17. Firms submitting a proposal shall warrant that their offer is made without any previous
understanding, agreement, or connection with any person, firm, or corporation submitting
a separate proposal for the same project and is in all respects fair, without outside control,
collusion, fraud, or otherwise illegal action. This condition will not apply to proposals which
are submitted by firms who have partnered with others to submit a cooperative proposal
that clearly identifies a primary contractor and the associated sub-contractors.
18. Unforeseen additional items and/or services may be required. The City therefore reserves
the right to negotiate with the successful proposer for additional items and/or services
beyond what is described in Appendix A to be added to the final contract.
B. CHANGES TO THE RFP
This RFP is posted on the City’s website at:
http://www.slocity.org
Any changes, additions, or deletions to this RFP will be in the form of written addenda issued by
the City. Any addenda will be posted on the website. Prospective proposers must check the
website for addenda or other relevant new information during the response period. The City is not
responsible for the failure of any prospective proposer to receive such addenda. All addenda so
issued will become a part of this RFP. Any proposer who has already submitted their proposal and
desires to make corrections, may remove and replace their proposal up to the date and time for
Page 220 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 9
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
which this RFP closes.
C. COMMUNICATIONS
All communications concerning this RFP must be directed to mguzman@slocity.org. All other
communication is not binding and will in no way modify the RFP or the obligations of the City. All
questions will receive a response within five (5) business days.
The proceedings of the Selection Committee are confidential, and members of the Selection
Committee are not to be contacted by the proposers. After the solicitation has closed, proposers
can request to view the RFP award information. Any questions and requests for information must
be addressed to the Engineer.
D. INSURANCE
The Consultant shall procure and maintain for the duration of the contract insurance against claims
for injuries to persons or damages to property which may arise from or in connection with the
performance of the work hereunder by the Consultant, its agents, representatives, emp loyees or
subconsultants.
Minimum Scope of Insurance. Coverage shall be at least as broad as:
1. Insurance Services Office Commercial General Liability coverage (occurrence form CG 20
10 Prior to 1993 or CG 20 10 07 04 with CG 20 37 10 01 or the exact equivalent as
determined by the City).
2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability,
code 1 (any auto).
3. Workers' Compensation insurance as required by the State of California and Employer's
Liability Insurance.
4. Errors and Omissions Liability insurance as appropriate to the consultant's profession.
Minimum Limits of Insurance. Consultant shall maintain limits no less than:
1. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property
damage. If Commercial General Liability or other form with a general aggregate limit is
used, either the general aggregate limit shall apply separately to this project/location or the
general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: $1,000,000 per accident for bodily injury and property damage.
3. Employer's Liability: $1,000,000 per accident for bodily injury or disease.
4. Errors and Omissions Liability: $1,000,000 per occurrence.
Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be
declared to and approved by the City. At the option of the City, either: the insurer shall reduce or
eliminate such deductibles or self-insured retentions as respects the City, its officers, officials,
employees and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses
and related investigations, claim administration and defense expenses.
Other Insurance Provisions. The general liability and automobile liability policies are to contain,
or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees, agents and volunteers are to be covered as insureds
as respects: liability arising out of activities performed by or on behalf of the Consultant;
products and completed operations of the Consultant; premises owned, occupied or used by
the Consultant; or automobiles owned, leased, hired or borrowed by the Consultant. The
coverage shall contain no special limitations on the scope of protection afforded to the City,
its officers, official, employees, agents or volunteers.
Page 221 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 10
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
2. For any claims related to this project, the Consultant's insurance coverage shall be primary
insurance as respects the City, its officers, officials, employees, agents and volunteers. Any
insurance or self-insurance maintained by the City, its officers, officials, employees, agents or
volunteers shall be excess of the Consultant's insurance and shall not contribute with it.
3. The Consultant's insurance shall apply separately to each insured against whom claim is
made or suit is brought, except with respect to the limits of the insurer's liability.
4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not
be suspended, voided, canceled by either party, reduced in coverage or in limits except after
thirty (30) days prior written notice by certified mail, return receipt requested, has been given to
the City. The Consultant agrees to notify the City in the event that the policy is suspended,
voided or reduced in coverage or limits. A minimum of 30 days prior written notice by certified
mail, return receipt requested, will be provided.
Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best's rating
of no less than A:VII.
Verification of Coverage. Consultant shall furnish the City with a certificate of insurance showing
maintenance of the required insurance coverage. Original endorsements effecting general liability
and automobile liability coverage required by this clause must also be provided. The endorsements
are to be signed by a person authorized by that insurer to bind coverage on its behalf. All
endorsements are to be received and approved by the City before work commences.
E. EXCEPTIONS & DEVIATIONS
Any exceptions to or deviations from the requirements set forth in this RFP must be declared in the
proposal submitted by the proposer. The City may waive any immaterial deviation or defect in a
proposal.
F. AWARD AND STANDARD AGREEMENT
The City reserves the right to make awards within sixty (60) days after the date of the RFP closing.
The successful proposer is expected to execute a contract similar to the contract in Appendix C.
This sample contract is for reference to the anticipated terms and conditions governing the City and
the successful proposer. The proposer must take exception in their proposal to any section of the
attached contract they do not agree with. Failing to do so will be deemed as acceptance by the
proposer to the terms spelled out in the sample contract. The City reserves the right, in its sole
discretion, to add, delete, or modify, or negotiate additional terms and conditions to the attached
contract. BEFORE BEGINNING ANY WORK OR SUBMITTING A PROPOSAL, IT IS ADVISED
THAT PROPOSERS READ THE CITY INSURANCE AND INDEMNIFICATION REQUIREMENTS
IN THE ATTACHED SAMPLE CONTRACT.
G. PREVAILING WAGE
A portion of this work is prevailing wage work. For any work proposed by the prime consultant or
a subconsultant (any tier) under this contract, in accordance with Labor Code Section 1720 et seq.,
employees must be paid at least the prevailing rate wages for public works performed on the
project. Prime consultant and any applicable subconsultant (any tier) must register with the
Department of Industrial Relations (DIR) prior to contract award, must remain registered for the
entire term of the contract, and must submit certified payroll records to DIR at least monthly for
such work.
Firms can register at:
http://www.dir.ca.gov/Public-Works/PublicWorks.html
Page 222 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 11
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
H. FAIR EMPLOYMENT PRACTICE
The Consultant and all subconsultants must comply with all laws and regulations governing
nondiscrimination in employment, including the Americans with Disabilities Act of 1990, the Fair
Employment and Housing Act (California Government Code Section 129000 et seq.), and the
applicable regulations promulgated thereunder Title 2, Division 4.1, Chapter 5 of the California
Code of Regulations Section 11000 et seq..
The Consultant, with regard to the work performed by them during the Contract, must not
discriminate on the grounds of race, religious creed, color, national origin, ancestry, physical
disability, mental disability, medical condition, genetic information, marital status, sex, gender,
gender identity, gender expression, age, sexual orientation, or military and veteran status of any
person in employment or the selection and retention of subcontractors, including procurement of
materials and leases of equipment.
I. PROTEST OF AWARD
Any objection to the City’s final decision will be handled according to applicable state and local
procurement laws.
Page 223 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 12
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
IV. PROPOSAL FORMAT
A qualifying proposal must address all the following points and shall be in the format outlined in this
section. The technical proposal will be a maximum of 15 pages total, not including staff resumés.
COVER LETTER
The cover letter will be addressed to:
Manuel Guzman
Construction Engineering Manager
The letter must be on proposer’s letterhead and include the proposer’s contact name, mailing
address, telephone number and email address. The letter will address the proposer’s
understanding of the services being requested and any other pertinent information the proposer
believes should be included.
The name, address, telephone number, and email address of the person authorized to represent
the firm with respect to all notices, negotiations, discussions, and other communications relating to
this proposal, to any negotiation relating to the contract should be inclu ded in the letter.
The letter must be signed by the individual authorized to bind the Consultant to the representations,
commitments, and statements in the proposal.
FIRM QUALIFICATIONS
The City will only consider proposals that demonstrate firms have successfully completed
comparable projects. These projects must illustrate the quality, type, and past performance of the
project team. Submittals must include a detailed description of a minimum of three (3) projects
within the past five (5) years which include the following information:
1. Contracting agency
2. Contracting agency Project Manager and contact information
3. Contract amount
4. Date of contract
5. Date of completion
6. Consultant Project Manager and contact information
7. Consultant Resident Engineer and contact information
8. Project Objective
9. Project Outcome: include original construction contract amount and final amount.
ORGANIZATION AND APPROACH
1. Provide an organizational chart identifying the project manager for the work and each key
person who would be assigned to carry out the work and their respective roles in performing
the work – specifically the Resident Engineer(s) and any Assistant Resident Engineers,
inspectors, materials sampling and testing, other key support or contract administration
staff. Provide a separate description of the experience and qualifications of the project
manager and each key person, including a summary of experience on similar projects.
Resumés should be included for all key individuals as an appendix to the submittal.
Page 224 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 13
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
2. Describe your project and management approach. Provide a detailed description of how
the team and scope of work will be managed.
3. A list of no more than three references for the consultant and no more than three references
for each subconsultants, including the names, addresses and telephone numbers of recent
related clients/projects, preferably other public agencies and a listing of the specific projects
and key individuals that have participated in them. Include the dollar amount related to the
participation. Identify how much experience the firm and subconsultant has had with public
agencies.
4. Describe your cost control and budgeting methodology for this project.
5. Provide responses to the following:
a. Describe critical construction related issues associated with the project and how you will
address these.
b. Describe critical environmental issues and how you will address these.
c. Describe how cost and schedule for the construction contract and your scope of work
could be minimized.
SCOPE OF WORK
This section should establish that the proposer understands the City’s objectives and requirements,
demonstrate the proposer’s ability to meet those requirements and outline clearly and concisely
the plan for accomplishing the specified work in accordance with the time schedule as outlined in
Appendix A, Scope of Services:
1. Include a detailed Scope of Work Statement describing all services to be provided.
2. Indication of information and participation the proposer will require from City staff.
3. Describe project deliverables for each phase of your work.
CONTRACT AGREEMENT
Indicate any issues or proposed changes to the sample contract included as Appendix C.
The Consultant must provide a brief statement affirming that the proposal terms will remain in effect
for one hundred twenty (120) days following the date proposal submittals are due.
A contract will not be awarded to a consultant without an adequate financial management and
accounting system as required by 48 CFR Part 31 and 2 CFR Part 200.
REFERENCES
A list of no more than three references for the consultant and three references for each
subconsultant, including the names, addresses and telephone numbers. These references may
be the same as the references listed above in IV. Proposal Format, Section C. Organization and
Approach.
OPTIONAL – ADDITIONAL SUPPORTING INFORMATION
Provide additional supporting information, not requested above, that you believe is pertinent to
evaluating your firm’s ability to provide comparable program services.
Page 225 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 14
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
V. CONSULTANT EVALUATION & CONTRACT AWARD
PROPOSAL RESPONSIVENESS
Responses to this RFP must be complete. Responses that do not include the proposal content
requirements identified within this RFP and subsequent addenda will be considered incomplete
and will receive no further consideration.
EVALUATION PROCEDURES
Proposals will be evaluated according to each weighted Evaluation Criteria and scored on a zero
to five-point rating scale shown in the table below. The scores for the Evaluation Criteria will then
be multiplied according to their assigned weight to arrive at a weighted score for each firm. A firm’s
proposal or interview with a high weighted total will be deemed of higher quality than a proposal or
interview with a lesser-weighted total.
Rating Scale
0 Not
Acceptable
Non-responsive, fails to meet RFP specifications. The approach has no
probability of success in achieving project objectives per the RFP.
1 Poor
Below average, falls short of expectations, is substandard to that which is the
average or expected norm, has a low probability of success in achieving project
objectives per the RFP.
2 Fair Has a reasonable probability of success, however, some objectives may not be
met.
3 Average
Acceptable, achieves all objectives in a reasonable fashion per the RFP. This
will be the baseline score for each item with adjustments based on interpretation
of the proposal by Selection Committee.
4 Above
Average/Good
Very good probability of success, better than that which is average or expected
as the norm. Achieves all objectives per RFP requirements and expectations.
5 Excellent/
Exceptional
Exceeds expectations, very innovative, clearly superior to that which is average
or expected as the norm. Excellent probability of success and in achieving all
objectives and meeting RFP requirements and expectations.
The Proposal Evaluation Criteria and their respective weights are as follows:
No. Criteria Weight
1 Firm Qualifications 5
2 Quality of Staff for Work 5
3 Organization and Approach 5
4 Other (Interviews, Etc.) 5
5 References 5
TOTAL 25
Page 226 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 15
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
CONTRACT AWARD
The final selection of the awarded consultant will be contingent upon successful contract
negotiations and approval by the San Luis Obispo City Council. The City Public Works Director will
administer and enforce the provisions of the contract.
Page 227 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 16
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
VI.
APPENDIX A – SCOPE OF SERVICES
Consultant X shall provide an experienced registered Civil Engineer Construction Manager and
support staff (as required) to manage the Project. Project Management services will include, but
not be limited to, all items associated with construction management and inspection services
necessary for project completion and closeout.
Typical Duties – The Work Tasks, defined in section below, generally include the following:
1. Maintain an awareness of safety and health requirements and enforce applicable
contract provisions for the protection of the public and project personnel.
2. Provide technical and administrative management services for the project, coordination
and oversight of all activities related to the construction of the project, and provide
constant communication to the Project Manager of activities and concerns on the
project. Review all prepared documents with the Project Manager prior to submission
to the Contractor.
3. Evaluate cost reduction incentive proposals and provide recommendations to Project
Manager for acceptance or denial.
4. Perform the duties of Resident Engineer and Assistant Resident Engineer in
accordance with Caltrans procedures including construction inspection, pay quantity
calculations, materials sampling and testing, and compliance monitoring with project
plans, specifications, permits, environmental documents, and agreements.
5. Review and monitor the contractor’s schedule through weekly meetings, and maintain
an as-built schedule.
6. Maintain binders of job records in accordance with Caltrans standards.
7. Prepare daily inspection and materials records and weekly status reports, and
stormwater compliance documentation.
8. Prepare all correspondence related to project activities and review with the Project
Manager.
9. Identify actual and potential problems associated with the construction project and
consult with the design engineer and Project Manager to implement engineering
solutions.
10. Coordinate submittal reviews and timely approvals with the design team and Project
Manager.
11. Prepare and approve progress payments and supporting documentation. The City will
provide signature authorization of monthly payments.
12. Pre-negotiate and prepare contract change orders. The City will provide signature
authorization of contract change orders.
13. Perform labor and subcontracting compliance tasks including labor interviews and
verifying certified payrolls and subcontractors utilization.
14. Complete record drawing markups daily, final Project certification, as outlined in Task
5, “Post-Construction Services.”
15. Recommend project acceptance in accordance with Caltrans and City Standard
Specifications and procedures.
16. Ensure full compliance to Americans with Disabilities Act (ADA).
Work Tasks - A preliminary scope of services follows and includes identified work tasks.
Task 1 – Pre-Construction Services
Page 228 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 17
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
This task includes pre-construction services including, but not limited to the following:
Assist the City in evaluation of bids received.
Review contract plans, specifications, permits and agreements, including utility
relocation work and construction easement.
Review Resident Engineer files. Resident Engineer’s files consist of design
engineer memos to Resident Engineers, and technical reports, environmental
document, permits, and studies.
Prepare a Resident Engineer’s project schedule which includes all pre-construction
and utility relocations by others, and notification timelines noted on all permits,
agreements, and contract documents. Upon receipt of Contractor’s schedule,
evaluate and confer with the Contractor regarding workability of the schedule or
suggest changes that may improve the schedule and update Resident Engineer’s
schedule.
Prepare project instructions and establish proposed contract administration and
record keeping procedures to be used during construction for review and approval
by Project Manager.
Attend meeting with City and Design Engineer to discuss design features. The
intent of this meeting is to answer questions from the Resident Engineer, meet key
staff, and review contract adm inistration procedures.
Attend meeting with Caltrans project staff. Establish protocols and discuss key
issues and concerns of the State.
Establish electronic records file structure and protocol for daily uploading to City
network. Folder organization should be built from Caltrans standard record keeping
guidelines.
Prepare meeting agenda identifying attendees and conduct a pre-construction
conference with the Contractor awarded the construction contract. Prepare and
circulate meeting minutes.
Follow Caltrans Standard Specifications Section 5-1.43, Potential Claims and
Dispute Resolution in establishing a Dispute Resolution Advisor (DRA) or Dispute
Resolution Board (DRB) as mutually agreed to by the City and the Contractor. The
agreed to process shall be reviewed and approved by Project Manager.
Establish correspondence protocols for contractor – construction management
communications to allow for clear tracking of correspondence sequences and
responses.
Task 2 – Construction Services
This task includes project management, construction administration, scheduling, project
observation/inspection, and materials testing during construction. Consultant management
services shall be in accordance with the Caltrans Local Assistance Program and
Construction Manuals, including but not limited to the following:
Project Coordination and Communication
Serve as the focal point for coordination among the contactor, surveyors, material
testers, design team, the Project Manager, other agencies, utility companies, and
other parties.
Page 229 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 18
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
Maintain close contact with Project Manager and the design team and review all
correspondence with the Project Manager prior to issuance. Maintain and track
correspondence in an organized manner throughout the project.
Receive all Contractor correspondence and prepare and transmit responses.
Coordinate with applicable parties, as required, to develop responses.
Conduct weekly, or as necessary, construction contract coordination meetings with
the Contractor. Take minutes and distribute to parties designated in the project
instructions.
Schedules, Progress Meetings, and Reports
Review Contractor’s planned schedule for conformance with the specifications and
for reasonableness of the sequence and duration of the activities. Provide
acceptance or correction noticing to Contractor.
Review work progress as compared to the planned schedule and notify Contractor
of schedule slippage. Analyze schedule to determine impact of weather and change
orders. Obtain from Contactor updates of construction schedule incorporating
actual progress, weather delays, and change order impacts. Negotiate time
extensions due to change orders and other delays.
Prepare and submit a monthly progress report to Project Manager describing key
issues, cost status, and schedule status.
Maintain as-built schedule
Payment
Review Contractor’s initial schedule of values for reasonableness and ease of
monitoring.
Prepare monthly quantity calculations to support progress payments.
Review and approve quantities submitted with monthly progress payment requests,
negotiate differences over amount, and process payments through the Project
Manager.
Submittals and Requests for Information (RFI)
Receive, stamp, and log submittals, and review and approve, or distribute for review
as necessary.
Monitor the review and return of submittals to Contactor. Provide reminders in
advance of deadlines for submittal reviewers
Develop and maintain a submittal tracking list to identify parties responsible for
review and acceptance, and received and response due dates.
Receive, process, and monitor Requests for Information (RFI) from Contactor.
Prepare responses to RFI related to construction issues in a timely manner.
Transmit design-related RFI to Design Engineer and copy the Project Manager.
Conduct meetings with Contractor and other parties, as needed, to discuss and
resolve RFI.
Change Orders
Evaluate potential change orders for compliance with permits, environmental
documents and other on-site and construction constraints. Provide appropriate
feedback for modifications or adjustments to change order proposals.
Page 230 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 19
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
Prepare Cost Request Bulletins, perform quantity and cost analysis, as required,
for negotiation of change orders, and negotiate payment for contract change
orders.
Prepare change orders related to construction issues based on drawings,
specifications, and other information from the City, design team, Project Manager,
Caltrans, or Contractor.
Perform change order administration, including obtaining Caltrans and City
approval of change order requests, issuing proposed change orders to Contractor,
maintaining logs of proposed change orders, receiving change order quotations
from Contractor, negotiating change order costs and time extension, processing
final negotiated change orders, and incorporating approved change order into
progress payment breakdown.
Prepare recommendations to accompany change order documents and forward to
Caltrans Representative and Project Manager for review and approval. Obtain
Contractor signature and provide to the City for execution.
Construction Observation/Inspection Services
Provide experienced and qualified inspectors (qualified by the State of California,
Department of Transportation) and who are acceptable to the City.
The inspectors will ensure compliance with all aspects of the construction contract
by continuously monitoring, evaluating, approving or rejecting the Contractor’s work
in accordance with the approved construction contract documents.
Review laboratory, shop and mill test reports of materials and equipm ent, and
coordinate as required with the Design Engineers.
Review the safety programs developed by the Contractor as required by the
contract documents and monitor the Contractor's compliance.
Determine that the Contractor’s work is being performed in accordance with
Caltrans' requirements and in accordance with the requirements of the contract
documents. Endeavor to guard the City against defects and deficiencies in the
work. As appropriate, require special inspection or testing, or make
recommendations to the City regarding special inspection or testing of work not in
accordance with the provisions of the contract documents, whether or not such
work is fabricated, installed or completed. Subject to review by Caltrans and City,
reject work, which does not conform to the requirements of Caltrans, the City or the
contract documents.
Record the progress of the project. Provide accurate and precise daily inspection
reports. Submit written daily progress reports to the City and Caltrans, including
information on Contractor and the entire project, showing per centages of
completion and the number and status of change orders.
Keep daily logs containing a record of weather, Contractor's work on the site,
number of workers, work accomplished, problems encountered, and other relevant
data. Make the log available to the City and Caltrans. Prepare and send a Weekly
Statement of Working Days to the Contractor.
Check certified payrolls and monitor Contractor's compliance with labor code
requirements.
Monitor all inspection activities, both City provided and any consulted out
inspections.
Consolidate punch list items indicating work remaining for project closeout.
Page 231 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 20
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
Claims
Receive and analyze Notices of Potential Claim and Claims submitted.
Review Notices and Claims with the Contract to verify understanding and determine
if reasonable solution exists to address and eliminate the Claim. Review
resolutions with the Project Manager and prepare appropriate response.
Perform claims administration, including coordinating and monitoring claims
response preparation, logging claims, and tracking claims status, and response
deadlines.
Task 3 – Materials Testing
Materials testing services will be required for construction of the project and provided by the
Consultant or subconsultant, as directed by the Consultant. Consultant shall review and
monitor testing for compliance with the project requirements. The materials testing
requirements include, but are not limited to, the following:
Select and retain the professional services of special consultants and testing
laboratories certified by Caltrans. Monitor and coordinate their services.
Provide a quality control service including inspection and testing of all materials,
such as but not limited to, steel strength, concrete strength, gravel gradations, soil
compaction in accordance with the Caltrans Standard Specifications and
Construction Manual.
Task 4 – Surveying
Surveying is anticipated to be performed by Consultant’s Staff as directed by the
Construction Manager. The Construction Manager shall review and monitor surveys to
verify compliance with the project requirements. The surveying requirements include, but
are not limited to, the following:
Provide construction surveying services per the latest Caltrans “Survey Manual”
and its revisions.
Surveys performed by the Engineer shall conform to the requirements of the Land
Surveyor’s Act. Responsible Charge for the work shall reside with a January 1,
1982 Registered Civil Engineer or a licensed Land Surveyor in the State of
California.
The minimum standard of survey quality shall be that of similar surveys performed
by Caltrans.
Either Caltrans or City will designate the existing horizontal and vertical control
monuments that are to be the basis of all surveys. Either Caltrans or City will
provide the California coordinate system values and elevations of these
monuments. The Consultant shall adjust all Consultant performed surveys to the
designated control monuments and their values.
Monuments established by the Consultant shall be marked by the Consultant with
State furnished disks, plugs, or tags. In addition, the Consultant shall identify
Consultant established monuments by tagging or stamping the monuments with
the license or registration number of the Engineer’s surveyor who is in “responsible
charge” of the work. Replacement of survey monuments shall be the responsibility
Page 232 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 21
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
of the Consultant. All new monuments shall be set in accordance with current City
and Land Surveyors Act requirements.
Task 5 – Post-Construction Services
The post-construction services task includes project closeout after the work is complete.
The post-construction services requirements include, but are not limited to, the following:
Compile record drawing information, and provide one copy of red-lined project
drawings to the City.
Compile any outstanding claims and documentation together in a coherent
package.
The design consultant will provide project changes to original design mylars to
complete the record set.
Final payment will be recommended by Consultant to the City and all remaining
project files (organized in the manner specified in the Caltrans Construction Manual
or otherwise specified in Project Plans & Specifications) will be transmitted to the
City and Caltrans for archiving.
Project Certification and a Notice of Completion shall be provided in consultation
with the City and Caltrans.
All claims shall be processed in accordance with Caltrans 2015 Standard
Specifications Section 5-1.43, Potential Claims and Dispute Resolution.
Environmental Monitoring
The Environmental Monitor shall sign off and approve compliance with the approved MMRP and
document implementation of all BMP and on and off-site mitigation measures included in the project
specifications.
Work Tasks - A preliminary scope of services follows and includes identified work tasks. The
environmental monitoring requirements include, but are not limited to, the following:
Task 1 – Environmental Pre-Construction Services
Consultant shall provide qualified biologists to perform pre-construction surveys and
training as required by the permits and the Mitigation Monitoring Program adopted by
Caltrans. The pre-construction surveys should also include a photograph record of the
pre-construction condition of the site. Additional pre-construction services include:
Initial field inspections to establish no species are present (nesting surveys, etc.)
Training of the construction crews on what to look out for (including new cre w
orientation). Live training is required for when the job starts to include: foreman,
supervisors, project managers, and resident engineers. Once this initial training is
completed then project specific training videos shall be created for small crew
changes.
Pre-construction notifications to regulatory agencies that construction will begin in 30
days.
Submit construction/work schedule to CDFW prior to commencing Project activities.
Submit results of CRLF surveys to CDFW within 7 days of survey.
Page 233 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 22
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
Submit burrowing owl survey results to CDFW at least 5 days prior to commencing
project activities.
Submit bat survey results to CDFW within 30 days prior to commencing project
activities.
Submit Avian surveys to CDFW at least 5 days prior to commencing project activities
Task 2 – Environmental Construction Services
Consultant shall provide qualified biologists to provide monitoring during construction, which
shall include:
Biological monitoring during in-water activities including Diversion/Dewatering
Activities.
Monitoring during placement of ESA fencing.
Biweekly monitoring during construction.
Water sampling as required to measure turbidity, etc.
Perform any species relocation that may be required by environmental permits.
Task 3 – Environmental Post-Construction Services
Consultant shall provide qualified biologists to provide monitoring of post-construction
activities, which shall include:
Photograph record of as-built condition.
Post-construction monitoring of habitat effectiveness.
Post-construction monitoring of project site revegetation.
Preparation of reports to be submitted to jurisdictional agencies, etc.
Final compliance report shall be submitted to CDFW within 30 days of project
completion.
Page 234 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 23
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
APPENDIX B – VICINITY MAP
(Insert)
Page 235 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 24
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
APPENDIX C – SAMPLE CONTRACT
AGREEMENT
THIS AGREEMENT is made and entered into in the City of San Luis Obispo on [day, date, year] by and
between the CITY OF SAN LUIS OBISPO, a municipal corporation, hereinafter referred to as City, and
[CONSULTANT’S NAME IN CAPITAL LETTERS], hereinafter referred to as Consultant.
W I T N E S S E T H
WHEREAS, on [day, date, year], requested proposals for Project Manager Services for Cultural Arts
District Parking Structure Project, Specification No. 90435.
WHEREAS, pursuant to said request, Consultant submitted a proposal that was accepted by City for
said services.
NOW THEREFORE, in consideration of their mutual promises, obligations and covenants hereinafter
contained, the parties hereto agree as follows:
1. Term. The term of this Agreement shall be from the date this Agreement is made and entered, as first
written above, until acceptance or completion of said services.
2. Scope of Services: Consultant X shall provide services listed in Appendix A.
3. Start and Completion of Work. Work on this project shall begin within 14 calendar days after contract
execution and shall be completed within 3 months after construction completion.
4. Work Delays. Should the Consultant be obstructed or delayed in the work required to be done hereunder
by changes in the work or by any default, act, or omission of the City, or by strikes, fire, earthquake, or any
other Act of God, or by the inability to obtain materials, equipment, or labor due to federal government
restrictions arising out of defense or war programs, then the time of completion may, at the City's sole option,
be extended for such periods as may be agreed upon by the City and the Consultant. In the event that there
is insufficient time to grant such extensions prior to the completion date of the contract, the City may, at the
time of acceptance of the work, waive liquidated damages that may have accrued for failure to complete on
time, due to any of the above, after hearing evidence as to the reasons for such delay, and making a finding
as to the causes of same.
5. Termination for Convenience. The City may terminate all or part of this Agreement for any or no reason
at any time by giving 30 days written notice to Con sultant. For termination of any services pursuant to this
Agreement, the City’s liability will be the lesser of a reasonable price for the services rendered prior to
termination, or the price for the services reflected on this Agreement. Upon termination notice from the City,
Consultant must, unless otherwise directed, cease work and follow the City’s directions as to work in
progress.
6. Termination. If, during the term of the contract, the City determines that the Consultant is not faithfully
abiding by any term or condition contained herein, the City may notify the Consultant in writing of such defect
or failure to perform. This notice must give the Consultant a 10 (ten) calendar day not ice of time thereafter
in which to perform said work or cure the deficiency.
If the Consultant has not performed the work or cured the deficiency within the ten days specified in the
notice, such shall constitute a breach of the contract and the City ma y terminate the contract immediately
by written notice to the Consultant to said effect. Thereafter, neither party shall have any further duties,
obligations, responsibilities, or rights under the contract except, however, any and all obligations of the
Consultant's surety shall remain in full force and effect, and shall not be extinguished, reduced, or in any
manner waived by the termination thereof.
Page 236 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 25
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
The City also reserves the right to terminate the contract, providing a 10 (ten) calendar day notice, at a ny
time upon a determination by the Director that termination of the contract is in the best interest of the City.
The City will issue the Contractor a written notice signed by the Director, specifying that the contract is to be
terminated.
In said event, the Consultant shall be entitled to the reasonable value of its services performed from the
beginning date in which the breach occurs up to the day it received the City's Notice of Termination, minus
any offset from such payment representing the City's damages from such breach. "Reasonable value"
includes fees or charges for goods or services as of the last milestone or task satisfactorily delivered or
completed by the Consultant as may be set forth in the Agreement payment schedule; compensation for
any other work, services or goods performed or provided by the Consultant shall be based solely on the
City's assessment of the value of the work-in-progress in completing the overall workscope.
The City reserves the right to delay any such payment until comp letion or confirmed abandonment of the
project, as may be determined in the City's sole discretion, so as to permit a full and complete accounting
of costs. In no event, however, shall the Consultant be entitled to receive in excess of the compensation
quoted in its proposal.
If, at any time during the term of the contract, the City determines that the project is not feasible due to
funding shortages or unforeseen circumstances, the City reserves the right to terminate the contract.
Consultant will be paid compensation due and payable to the date of termination.
7. Ability to Perform. The Consultant warrants that it possesses, or has arranged through subcontracts, all
capital and other equipment, labor, materials, and licenses necessary to carry out and com plete the work
hereunder in compliance with any and all applicable federal, state, county, city, and special district laws,
ordinances, and regulations.
8. Subcontract Provisions. No portion of the work pertinent to this contract shall be subcontracted without
written authorization by the City, except that which is expressly identified in the Consultant’s proposal. Any
substitution of subconsultants must be approved in writing by the City. For any subcontract for services in
excess of $25,000, the subcontract shall contain all provisions of this agreement.
9. Contract Assignment. The Consultant shall not assign, transfer, convey or otherwise dispose of the
contract, or its right, title or interest, or its power to execute such a contract to any individua l or business
entity of any kind without the previous written consent of the City.
10. Inspection. The Consultant shall furnish City with every reasonable opportunity for City to ascertain that
the services of the Consultant are being performed in accordance with the requirements and intentions of
this contract. All work done and all materials furnished, if any, shall be subject to the City's inspection and
approval. The inspection of such work shall not relieve Consultant of any of its obligations to fulfi ll its contract
requirements.
11. Record Retention and Audit. For the purpose of determining compliance with various laws and
regulations as well as performance of the contract, the Consultant and subconsultants shall maintain all
books, documents, papers, accounting records and other evidence pertaining to the performance of the
contract, including but not limited to the cost of administering the contract. Materials shall be made available
at their respective offices at all reasonable times during the contract period and for three years from the date
of final payment under the contract. Authorized representatives of the City shall have the option of
inspecting and/or auditing all records. For Federally funded projects, access to records shall also include
authorized representatives of the State and Federal government. Copies shall be furnished if requested.
12. Conflict of Interest. The Consultant shall disclose any financial, business, or other relationship with the
City that may have an impact upon the outcome of this contract, or any ensuing City construction project.
The Consultant shall also list current clients who may have a financial interest in the outcome of this contract,
or any ensuing City construction project which will follow.
Page 237 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 26
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
The Consultant covenants that it presently has no interest, and will not acquire any interest—direct, indirect
or otherwise—that would conflict in any manner or degree with the performance of the work hereunder. The
Consultant further covenants that, in the performance of this work, no subconsultant or person having such
an interest shall be employed. The Consultant certifies that no one who has or will have any financial interest
in performing this work is an officer or employee of the City. It is hereby expressly agreed that, in the
performance of the work hereunder, the Consultant will at all times be deemed an independent Consultant
and not an agent or employee of the City.
13. Rebates, Kickbacks or Other Unlawful Consideration. The Consultant warrants that this contract was
not obtained or secured through rebates, kickbacks or other unlawful consideration, either promised or paid
to any City employee. For breach or violation of the warranty, the City shall have the right in its discretion;
to terminate the contract without liability; to pay only for the value of the work actually performed; to deduct
from the contract price; or otherwise recover the full amount of such rebate, kickback or other unlawful
consideration.
14. Covenant Against Contingent Fees. The Consultant warrants by execution of this contract that no person
or selling agency has been employed, or retained, to solicit or secure this contract upon an agreement or
understanding, for a commission, percentage, brokerage, or contingent fee, excepting bona fi de employees
or bona fide established commercial or selling agencies maintained by the Consultant for the purpose of
securing business. For breach or violation of this warranty, the City has the right to annul this contract
without liability; pay only for the value of the work actually performed, or in its discretion, to deduct from the
contract price or consideration, or otherwise recover the full amount of such commission, percentage,
brokerage, or contingent fee.
15. Compliance with Laws and Wage Rates. The Consultant shall keep itself fully informed of and shall
observe and comply with all applicable state and federal laws and county and City of San Luis Obispo
ordinances, regulations and adopted codes during its performance of the work. This includes co mpliance
with prevailing wage rates and their payment in accordance with California Labor Code. For purposed of
this paragraph, “construction” includes work performed during the design and preconstruction phases of
construction, including but not limited to, inspection and land surveying work.
16. Payment of Taxes. The contract prices shall include full compensation for all taxes that the Consultant is
required to pay.
17. Permits, Licenses and Filing Fees. The Consultant shall procure all permits and licenses, pay all charges
and fees, and file all notices as they pertain to the completion of the Consultant’s work. The City will pay all
application fees for permits required for the completion of the project including building and regulatory permit
application fees. Consultant will provide a 10 day notice for the City to issue a check.
18. Safety Provisions. The Consultant shall conform to the rules and regulations pertaining to safety
established by OSHA and the California Division of Industrial Safety.
19. Public and Employee Safety. Whenever the Consultant's operations create a condition hazardous to the
public or City employees, it shall, at its expense and without cost to the City, furnish, erect and maintain
such fences, temporary railings, barricades, lights, signs and other devices and take such other protective
measures as are necessary to prevent accidents or damage or injury to the public and employees.
20. Preservation of City Property. The Consultant shall provide and install suitable safeguards, approved by
the City, to protect City property from injury or damage. If City property is injured or damaged resulting from
the Consultant's operations, it shall be replaced or restored at the Consultant's expense. The facilities shall
be replaced or restored to a condition as good as when the Consultant began work.
21. Immigration Act of 1986. The Consultant warrants on behalf of itself and all subconsultants engaged for
the performance of this work that only persons authorized to work in the United States pursuant to the
Immigration Reform and Control Act of 1986 and other applicable laws shall be employed in the performance
of the work hereunder.
Page 238 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 27
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
22. Consultant Non-Discrimination. In the award of subcontracts or in performance of this work, the
Consultant agrees that it will not engage in, nor permit such subconsultants as it may employ, to engage in
discrimination in employment of persons on any basis prohibited by State or Federal law.
23. Accuracy of Specifications. The specifications for this project are believed by the City to be accurate and
to contain no affirmative misrepresentation or any concealment of fact. Consultants are cautioned to
undertake an independent analysis of any test results in the specifications, as City does not guaranty the
accuracy of its interpretation of test results contained in the specifications package. In preparing its proposal,
the Consultant and all subconsultants named in its proposal shall bear sole responsibility for proposal
preparation errors resulting from any misstatements or omissions in the specifications that could easily have
been ascertained by examining either the project site or accurate test data in the City's possession. Although
the effect of ambiguities or defects in the specifications will be as determined by law, any patent ambiguity
or defect shall give rise to a duty of Consultant to inquire prior to proposal submittal. Failure to so inquire
shall cause any such ambiguity or defect to be construed against the Consultant. An ambiguity or defect
shall be considered patent if it is of such a nature that the Consultant, assuming reasonable skill, ability and
diligence on its part, knew or should have known of the existence of the ambiguity or defect. Furthermore,
failure of the Consultant or subconsultants to notify City in writing of specification defects or ambiguities prior
to proposal submittal shall waive any right to assert said defects or ambiguities subsequent to submittal of
the proposal.
To the extent that these specifications constitute performance specifications, the City shall not be liable for
costs incurred by the successful Consultant to achieve the project’s objective or standard beyond the
amounts provided therefor in the proposal.
In the event that, after awarding the contract, any dispute arises as a result of any actual or alleged ambiguity
or defect in the specifications, or any other matter whatsoever, Consultant shall immediately notify the City
in writing, and the Consultant and all subconsultants shall continue to perform, irrespecti ve of whether or
not the ambiguity or defect is major, material, minor or trivial, and irrespective of whether or not a change
order, time extension, or additional compensation has been granted by City. Failure to provide the
hereinbefore described written notice within one (1) working day of Consultant's becoming aware of the facts
giving rise to the dispute shall constitute a waiver of the right to assert the causative role of the defect or
ambiguity in the plans or specifications concerning the dispute.
24. Indemnification for Professional Liability. To the fullest extent permitted by law (including, but not
limited to California Civil Code Sections 2782 and 2782.8), Consultant shall indemnify, defend and
hold harmless the City and its elected officials, officers, employees, volunteers, and agents (“City
Indemnitees”) from and against any and all causes of action, claims, liabilities, obligations,
judgments, or damages, including reasonable legal counsels’ fees and costs of litigation (“claims”),
arising out of the Consultant’s performance or Consultant’s failure to perform its obligations under
this Agreement or out of the operations conducted by Consultant, including the City’s active or
passive negligence, except for such loss or damage arising from the sole negligence or willful
misconduct of the City. In the event the City Indemnitees are made a party to any action, lawsuit, or
other adversarial proceeding arising from Consultant’s performance of this Agreement, the
Consultant shall provide a defense to the City Indemnitees or at the City’s option, reimburse the City
Indemnitees their costs of defense, including reasonable legal fees, incurred in defense of such
claims.
25. Non-Exclusive Contract. The City reserves the right to contract for the services listed in this proposal from
other consultants during the contract term.
26. Standards. Documents shall conform to City Standards and City furnished templates shall be used.
27. Consultant Endorsement. Technical reports, plans and specifications shall be stamped and signed by
the Consultant where required.
28. Ownership of Materials. Upon completion of all work under this contract, ownership and title to all reports,
documents, plans, specifications, and estimates produced as part of this contract will autom atically be
Page 239 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 28
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
vested in the City and no further agreement will be necessary to transfer ownership to the City. The
Consultant shall furnish the City all necessary copies of data needed to complete the review and approval
process.
It is understood and agreed that all calculations, drawings and specifications, whether in hard copy or
machine readable form, are intended for one-time use in the construction of the project for which this contract
has been entered into.
The Consultant is not liable for claims, liabilities, or losses arising out of, or connected with the modification,
or misuse by the City of the machine-readable information and data provided by the Consultant under this
agreement. Further, the Consultant is not liable for claims, liabilities, or losses arising out of, or connected
with any use by City of the project documentation on other projects, except such use as may be authorized
in writing by the Consultant.
29. Release of Reports and Information. Any reports, information, data, or other material given to, prepared
by or assembled by the Consultant as part of the work or services under these specifications shall be the
property of City and shall not be made available to any individual or organization by the Consultant without
the prior written approval of the City.
The Consultant shall not issue any news release or public relations item of any nature, whatsoever,
regarding work performed or to be performed under this contract without prior review of the contents thereof
by the City and receipt of the City’s written permission.
30. Copies of Reports and Information. If the City requests additional copies of reports, drawings,
specifications, or any other material in addition to what the Consultant is required to furnish in limited
quantities as part of the work or services under these specifications, the Consultant shall provide such
additional copies as are requested, and City shall compensate the Consultant for the costs of duplicating of
such copies at the Consultant's direct expense.
31. Attendance at Meetings and Hearings. As part of the work scope and included in the contract price is
attendance by the Consultant to public meetings to present and discuss the project status. Consultant shall
attend as many "working" meetings with staff as necessary in performing work scope tasks.
32. Consultant Invoices. The Consultant shall deliver a monthly invoice to the City, itemized by project work
phase or, in the case of on-call contracts, by project title. Invoice must include a breakdown of hours bi lled
and miscellaneous charges and any subconsultant invoices, similarly broken down, as supporting detail.
The Consultant shall review all project related billings within 1 week of submittal to the City and make
recommendations for payment.
33. Payment. The Consultant shall be reimbursed for hours worked at the hourly rates attached to this
agreement. Hourly rates include direct salary costs, employee benefits, overhead and fee. In addition, the
Consultant shall be reimbursed for direct costs other than sa lary and vehicle cost that have been identified
and are attached to this agreement. The Consultant’s personnel shall be reimbursed for per diem expenses
at a rate not to exceed that currently authorized for State employees under State Department of Person nel
Administration rules.
Should the Consultant’s designs, drawings or specifications contain errors or deficiencies, the Consultant
shall be required to correct them at no increase in cost to the City.
Progress payments shall be made on a monthly basis as invoiced by the Consultant for expenses incurred
with cumulative monthly payments.
34. Payment Terms. The City's payment terms are 30 days from the receipt of an original invoice and
acceptance by the City of the materials, supplies, equipment or service s provided by the Consultant (Net
30).
Page 240 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 29
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
35. Resolution of Disputes. Any dispute, other than audit, concerning a question of fact arising under this
contract that is not disposed of by agreement shall be decided by a committee consisting of the City’s Project
Manager and the City Director of Public Works, who may consider written or verbal information submitted
by the Consultant. Not later than thirty days after completion of all deliverables necessary to complete the
plans, specifications and estimate, the Consultant may request review by the City Council of unresolved
claims or disputes, other than audit, in accordance with Chapter 1.20 Appeals Procedure of the Municipal
Code.
Any dispute concerning a question of fact arising under an audit of this contrac t that is not disposed of by
agreement, shall be reviewed by the City’s Chief Fiscal Officer. Not later than 30 days after issuance of the
final audit report, the Consultant may request a review by the City’s Chief Fiscal Officer of unresolved audit
issues. The request for review must be submitted in writing.
Neither the pendency of a dispute, nor its consideration by the City will excuse the consultant from full and
timely performance in accordance with the terms of this contract.
36. Agreement Parties.
City: Manuel Guzman
City of San Luis Obispo
919 Palm Street
San Luis Obispo, CA 93401
Consultant: X
All written notices to the parties hereto shall be sent by United States mail, postage prepaid by registered or
certified mail addressed as shown above.
37. Incorporation by Reference. City Request for Proposal Specification No. 90435 and Consultant's
proposal dated X, are hereby incorporated in and made a part of this Agreement.
38. Amendments. Any amendment, modification or variation from the terms of this Agreement shall be in
writing and shall be effective only upon approval by the City Engineer.
39. Working Out of Scope. If, at any time during the project, the consultant is directed to do wo rk by persons
other than the Project Manager and the Consultant believes that the work is outside of the scope of the
original contract, the Consultant shall inform the Project Manager immediately. If the Project Manager and
Consultant both agree that the work is outside of the project scope and is necessary to the successful
completion of the project, then a fee will be established for such work based on Consultant's hourly billing
rates or a lump sum price agreed upon between the City and the Consultant. Any extra work performed by
Consultant without prior written approval from the Project Manager shall be at Consultant's own expense.
40. Complete Agreement. This written agreement, including all writings specifically incorporated herein by
reference, shall constitute the complete agreement between the parties hereto. No oral agreement,
understanding or representation not reduced to writing and specifically incorporated herein shall be of any
force or effect, nor shall any such oral agreement, understanding or representation be binding upon the
parties hereto. For and in consideration of the payments and agreements hereinbefore mentioned to be
made and performed by City, Consultant agrees with City to do everything required by this Agreement, the
said specification and incorporated documents. Failure by the Consultant to carry out the requirements of
this Agreement is a material breach of this agreement which may result in the termination of this Agreement
or such other remedy as the City deems appropriate.
Authority to Execute Agreement. Both City and Consultant do covenant that each individual executing this
agreement on behalf of each party is a person duly authorized and empowered to execute Agreements for such
party.
IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed the day and year first
above written.
Page 241 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 30
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Derek Johnson, City Manager
APPROVED AS TO FORM CONSULTANT:
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: ____________________
Page 242 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 31
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
APPENDIX D – QUALITY ASSURANCE PROGRAM
(Attached as a separate document.)
Page 243 of 814
City of San Luis Obispo RFP No. 90435 May 2022 Page 32
RESIDENT ENGINEER AND CONSTRUCTION MANAGEMENT SERVICES FOR THE CULTURAL
ARTS DISTRICT PARKING STRUCTURE PROJECT
APPENDIX E – CONTRACT DOCUMENTS FOR
CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT
(Attached as a separate document.)
Page 244 of 814
aftaftraftrafrafaftafrafraDraDraDrafDrDrafDraDrDrarararararaaaaaaaaarrDDDDDDDDDDDDDDDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDDrDrDrDrDrDrDDDDDDDrDDDDDDDDDDrDDrDDrDDrDrrrDrrrDrDrDrDrrrrrrrrrrDDDDDrrDrDrrrDrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDrDrDrDrDrDrDrDrDrrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrDrDrDrDrDrDrrrDrrrDrDrDrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrDrDrrrrrrrrrrrrrrrrrrDrDrDrDrrrrrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrafffffffffffafafafafffffffffffffaaaaaaaaaaaafafafafafafafafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafrararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararaafafaaafaaaaaaaaaaaaaaaaaaararararararararaaaaaaaaaaaaaaarararaaaaaaarararararararaaaaaaaaafafafafafafaafaaafafafafafafafafafafaaaaaararaaaaaaaaaaaaaaaraaaraaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaraaaaaaaaaaaaaaaaaraaaaaararaaaaaaaaaaaaaaaaaaaaaararararararaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafaafafaafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafaafafafafafafafaaaaafafafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaffffffffffffafafafafafaffafffafafafafafafafafafafafafafffafaffaafafafafafafafafafafafafafaafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaaaaffafafafafafafafafafafftftfffftftftftftfffffffftftftftftfffffftftftftftftfffffffffffffftfffftftftftftftafafafafafafafafafafafafafafafafafafafafafafafaftaftaftafafafafaftaftaftaftafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaffafafafaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafaafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaffffffffffffffffffffffffffafafafffffffffffffffffffffffffffafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafffafafafafaftaftafafafftftftftftftftftftftftftftftftftftftftftfffaafffffffffffffffffffffffffffffffffffffffffffffffDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaaftafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaftaftaftftftftftftftaftaftaftaftafafafafafaftaftaftaftDDrrDDrDrrDrrDrDrrDrDDDDafafafafafafafafafafafafafafafaafafDDDDDDrDrDrDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDrDrDrDDDDDDDDrDrDrDDDrDrDrDDDDDDrDrDrDrDDDDrDrDrDrDrDrDrDrDDDDDDDDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrDrDDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDrDrDrDrDDDDrDrDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDrDrDDDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDrDrDDDDDDrDrDDrDDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrafafafafafDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrarraaaaaaarraaaaaafafafafafafafafafafafafafafafafffffffffffffffffffffafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaftaftaftaftaftaftafafaftaftaftaftafafafafafafaftaftaftaftaftaftaftaftaftaftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftafaaaaaafafafafafafafaaaafaaaDrDrDaftDraDrafaaaaaaaaaaaaaaaaafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafaaaaaaafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafaaafafafDrDrDrrrDrDrDrDrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDDrDDDDDfffftffffffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftPage 245 of 814
ftftafttftftaftftaffafafDrafraDraafDDDDDDDDDDDDDDDafDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDfffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafaffafaffafafaffafafafafafaffafafafafafafaffafafafafafaffafafafafafafafafafafttttttttttttttttttftftftftftftftftftfttfttftfttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttftftftftftftftftftftftftftftftftftftftfttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttftftftftftftftftftftftftftftftftftftftftfttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttftftftftftftftftftftftftftftftftftftftttttttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttftttftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttttttttttttttttttttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttfttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttfftttttttttttftftfftftftftfftftfftftffftfftftftffffffffffffffffffffffffffffPage 246 of 814
DraftaaafafaftftftffftftftttffftftftDDrDrDrDrDraaaaaftftftftftafftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftaffaffffffffDrDDDDDDrDDDDDftftDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDDDDDDrraraarrrDrDrafftftaftftDaftftftftftaafaDDDDDDftftfftafftftftafafaaaaafffafafafafafafafafafafafafafafafafPage 247 of 814
DraftDDDDDDaaafafaftftftffftftftttffftftftDDDDrDrDrDrDrDDaaaaaftftftftftffffffffffffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDftDrarararararararararararararararararararaPage 248 of 814
DraftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDftftftffftftftftDDDrDrraraaDftftftaaafafaftftDDDDDDaaafafaftftftffftftftttffftftftDDDDrDrDrDrDrDDaaaaaftftftftftftftftftftftftftftftftftftftftffffffffffffffffffftftftftftftftftftftftftftftftftftftftftffffffffffffffftftftftftftftraaaaaaaaararararararararararararararararrrrrrararararararararararararararaaaaaaaaaftDDDDDDDDDDDDDDDDDDDDDDDDDrrDrDrDrrrrfffffffffftftftftftftftftftftftftffffffffffPage 249 of 814
raftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftffftftftftraaftftraftaftaafafaftftaaafafaftftftffftftftttffftftftaaaaaftftftftftfffffffffffffffffffDraftDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrraDDraaDDDDDDaDDDDrDrDrDrDrDDDrDrrrrrrrrrDrDrDrDDrDrDrDrDrDDrDDDDDrDrDrDrDrrrDDDDDDDDDDDDDDDrDDrDrDrDrDrDrDrftftftftftftftftftfffffffffffffftftftftftftftftftftftftftftftftftftftftftftftffffffffffffffffffftftftftftftftftftftftraaaaaaaaararararararararararararararararrrrrrararararararararararararararaaaaaaaaaftPage 250 of 814
raftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftffftftftftftraaftftftaafafaftftaaafafaftftftffftftftttffftftftaaaaaftftftftftaftfffffffffffffffffffftftftftftftftftftftDraDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrraDaaDDDDDDaDDDDrDrDrDrDrDDDrDrDrDrDrDrDrDrrDrrDraDDDDrDrrrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrDrDrDraaaaaaaaaftftftftftftffffffffffffffffffftftftftftftftftftftftftftftftftftftftftffffffffffffffftftftftftftftraaaaaaaaararararararararararararararararrrrrrararararararararararararararaaaaaaaaaftPage 251 of 814
ftftftftftftftftftftftftftftftffftftfftftffftftfftftftftftftftftftftftftftfftftftftffftftftftraaftftftaafaftaftftftftaaafafaftftftffftftftttffftftftaaaaaftftftftftDrafDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrraDaaDDDDDDaDDDDrDrDrDrDrDDDrDrDrDrDrraDrDrDrDrDrrDDDDrDrrrDffffffffffffffftftftftftftftftftftftftftftffffffffffffffffffftftftftftftftftftftftftftftftftftftftftffffffffffffffftftftftftftftrarararararararararararararararararaftftftftftfffffftftftaaaaaaaararararararararararararararararrrrrrararararararararararararararaaaaaaaaaftPage 252 of 814
ttDraftftftftftffDrDrDDDDDrDrDrDrDDftftfDDDrDrrararaDrDrDDDDatftftftafafraftftftftfffttftftftftftttaaftaftaftftftaaafafafffrrrararaaarrrrrDDDDDDDDDDDDDDDDDDDDrrrffftftftttttttttttttftftftftftftftftftftftftftftftafafafafafafafttDraftafafafftaftaftftftaaattttttttttftftftftftftftftftftafafafafafafafafafaffffffffafafafafafafafafafafafafDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrrrrrrrDDtDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDtttttttttttaffffffffffftftftftftftftftftftftftttttttttttttftftftftftftftDraftftftftaftaftafafafafafafafafafaftttttttDDPage 253 of 814
DraftDraftDrDrftftftftffDrDrDDDDDrDDftftfrararaDrDrDDDDatftftftafafrtftftftffftfttftftftftftttaftaftaftftftaaafafafffrrararaaarrrrrDDDDDDDDDDDDDDDDrrrffftftftttttttttttttftftftftftftftftftftftftftftftftftafafafafafafafafafafftftftftfaftaftffffafafffffffffffffffDDDDDDDDDDDDDDDDDDDDDDDafafafafafafafafafafafttttttttttftftftftftftftftftftafafafafafafafafafafafafafafafafafafafaffffffffffffffffDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrrrrrrrrrrrrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDafaraDraaaaaaarrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrarrrrrrrrararrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrfafafafafafafafafaffaaaaaaafafafafafafafafafafafafafafafaffffffafaaaaaaaaaaaaaaaaaaaaaafafafafafafafaafafafafafafafafafafafafafafaaaaaaaaaaaafafafaafafafafaafafaaafafafafafafafafafafafafafafaDraftaaaaaaaaaaafaaffffffffffftftftftftftftftftftftfttttttttttttftftftftftftftftftftaftaftafafafafafafafafafaftttDDDDDDDDDDDDDDffffffffffftftftftftftftftftftftftttttttttttftftftftftftftftftftftftffffffffffttPage 254 of 814
raftDraaaaaaaaaaDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrrarrrrrrrrararrDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDraaaaaaaaaaaafaftftftftffDDtftftftftftttaftaftaftftftaaafafafffrrararaaarrrrrDDDDDDDDDDDDDDDDrrrffftftftttDrDrDrDrDDDrDDftftfrararaDrDrDDDDatftftftafaftftftftffftfttttttttttftftftftftftftftftftafttttttttttftftftftftftftftftftaaafafffffffffffffffffaaaaaaaaaaaaaaaaaaafafafafafafafafafafafafafafafafafaffafafafafafafafafaffrrrrrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrrrrrrrrrrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrDrDrDDDrDrDrDrDrDrDrDrDrDrDrDrDrDDDrDrDrDDDrDrDrDDDrftftftftftDDDDDDDDDDDDDDDDDDDDDDDfffffffftftftftftffffffffffffffffffftfafffffffffftftftftftftftftftftftftttttttttttttftftftftftftftftftftaftaftafafafafafafafafafafffffffffftftftftftftftftftftftftttttttttttftftftftftftftftftftftftffffffffftttttPage 255 of 814
tDraftDrafraftDrftftftftffDDtftftftftftttaftaftaftftftaaafafafffrrararaaarrrrrDDDDDDDDDDDffftftftttDrDrDrDrDDDrDDftftfrararaDrDrDDDDatftftftafaftftftftffftftDrDDDDDrrrrrrrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrrrrrrrrDDDDDDDDDDDDDafafafafafafafafafafafafafrrrrrrrrrrrrrrrrrarrrrrrrrrrrrararrrrrrraaaaaaaaaaaaffffrrrrrrrrrrrrrrrrrrrrrrrrrrDDDDDDDDDDDDDDDDDDDDDDDtttttttttttftftftftftftftftftftftftftftftftftafafafafafafafafafafafafftftftftftfffffffafafafafafafafafafafafafrararraffrarararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrfffffffffraaafaaaaaaaaaafafafafafafafafafaffffffffffffffffffffffffffffffffffffffffffttttttftftftftftftftftftftaftaftafafafafafafafafafafaaaaaaaaaaffffffffffftftftftftftftftftftftftttttttffffffffffftftftftftftftftftftftftttttttttttftftftftftftftftftftftftfffffffffDfttDDDDDDDDDDDDDDaftaftaftftftaftaftaftaftftftftftftftftPage 256 of 814
DraftDDDDDDDDDDDDDDDDDDafftftftftftftftftftttttttaftftaftaftaftafafafftftftftftftftftftftftftttftftftDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDPage 257 of 814
raaaaaaaaaaaaaaaaaaaaaaaaaaaaarrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrtttftftftftftafafafaftttftftftftftffffttaaftftftftftftftfffffftftfftftfftffffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftrararaaaraararaaraaaarafaafafaafafaafafafafafafafraafaffafaafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafafafafafafafafafafafffafafafafafafaffffaffafffafafaaffffrrrrararrrrararaaraaraarafaafafaafafaafafafafafafafrarafafrafffafafafafafaafaafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafafafafafrafrararaarafraafraaaraaaaaafafafafafafaaaaaarafraarafraafraraaraaaaaaaaaaararararararararararararaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaDraDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDrDDDDDDDDDDDDDDDDDDDDDDafafafafafafafararararararararafrarafafraraararaaafaafaafraraararrrrraaaaaaraaraaraarrarararrrrrrrrarrararrararrarararararararrararrDDDDDDDDrDrDDDDDDDDDDDDDDaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaftftftfftftftaftafafaaaftftaftafafaaaaaaararaDrDrDrDDrrDrDrDrDDDDDDDDDraraDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDDDDDrDDrDrDDrDrDDrDrDrDrDrDrDrDDrDrDrDDDDDDDDDDDDDDDDDDDDDrDrDDDrDDDDDDDDDDDDDrDDrDrDDrDrDDrDraDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrDDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDrrrarrrrrrrrrrrrrrrrrrrrrrrrrrrrrarararararararararararararararararararararararararararararararararararararararararararararararararararararararararararaDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrDDDDDDDDDDDDDDDrDrDrDrDrDDDDDDDDDDDrDDDDDrDrDrDrrararararararararararararararararrrararrarararararrrararrraraDDDraDrDPage 258 of 814
aftftftftaftftftaaaaftaftaftftfttttftfttttftfttttttttftftftftftftftttttttttttttttaftffffftftftaafafafafaftaftftaafafafafaftaftftftftaftaftafafafafaaaaaaafafafafafafafafafftftftftftftftftftttftftftftftfttftftftftftftffftftftffttttftftfttftfftftfftftfftftffaftftftftftftaaftftaftafafaaftftftaaaaftfffftffffffffffffffffffffffffffffffffffffffffffffffffffafaafafaafafaafafaafafaafafaafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafffffffffffffffafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaDrararararararaDraDraDraDraDraDraDraDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrarararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararaDrararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararrrrarrarararararrrrrrrrrrrrrrrrraraDraraDrDrDraDraDraDraDraDraDraDraDraDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrarararararrrrrrrrrrrrrrrarararararrrrrrrrrrrrrrrrarararararrrrrrrrrrrrrrrrarararararrrrrrrrrrrrrrrarararararrrrrrrrrrrrrrrarararararrrrrrrrrrrrrrrarararararrrrrrrrrrrrrrrarararararrrrrrrrrrrrrrarararararrrrrrrrrrrrrrarararararrrrrrrrrrrrrarararararrrrrrrrrrrrrarararararrrrrrrrrrrrarararararrrrrrrrrrrrarararararrrrrrrrrrrarararararrrrrrrrrrrarararararrrrrrrrrrarararararrrrrrrrrrarararararrrrrrrrrarararararrrrrrrrrarararararrrrrrrrarararararrrrrrrrrarararararrrrrrrrarararararrrrrrrrarararararrrrrrrarararararrrrrrrararararaDrarararaDraDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDftftftfaraDDDDDDDDafafafararDrDrDDDrrDrDrDDDDraffafDraDrafDrafDrDrafDDDrDrDrDrDrDrDrDDDrDrDrDrDDrDraDraDraDrftftftaafDrDrDrararaaDraDraaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaDraDrrrrararaDrrrrararaDrrrrarararararararrDrDrrrrrrrrrrrrrrarararararararaftftftttftfttftfttftftftftftftttttttaftftftafftftftftaftftftftftftaftftftaftftraftDraDraDraDDDDDDDDDDDDDDDDDDrafafafafafafafaftaftaftaftftftftftaftaafafafafaftaftftaafafafafaftaftftaafafafafaftaftftftftafafafafafafaaaaaaafafafafafafafafafafafafafafafafaftaftaftaftftftftftDraaaarrrrarararrrrarararararararrDrrrrrrrrrrrrrrrarararararararaaaaaaaaaaaaaaaaaaaattttftfttftftftftftftftfffffffffftftaftaftDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDraaDDDDDDDDDDDDDDDDDDDDDDDDDDDDffffrararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararrrrrrrararararararararararararararararararararararararararrrrarararararrrrrrrrrrrararararararrrrarararararararararararararararararararararararararararararararararararrrrararararararararararararararararararararararararararararararararararrrarararararararararararararararararararararararararararararararararararrrararararararararararararararararararararararararararararararararararrararararararararararararararararararararararararararararararararararaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaarararararrararaDDDDDDDDDDDDDDraDDDDDDDDDDDDDDDffaaarararararararrrrrarararararararararararararaaaaaaaaaaaaaaaaarrrrrDrDrDrrrrrrDrDrDrDrDrDrDrDrDrrrPage 259 of 814
fttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttftttttttttttttttttttttttftffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffaftafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafffffffafafafffffffffffffffffffaftafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaaaffafafaftttttttttttttttttttttttttttttftftfftftftftftftftftftftftftftftfffffffftfftfftffffftfftftfftftfftftftfftftftfftftftftftftftftfftffffftftftftftftftftftftftfttftftftftftftftftftftftftftftftftftftftftftftftftaftftftftftftaffafaftaftftafftftaftaftaftafafafafafaftftfttttftftftftftftftftftftftftftaffafafafafftftftftftftftftftftftftftftftftftftftftffffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfftftftftftftftftftfftftftftftftftftftfftftftftftftftftftftfftftftftftftftftftftftftftftftftftftftftttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttfftftttftffffffffffffafffafafafafafaffffffffffffffffffafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafaaaaaaaaaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafafafafafafafafaaaaaaaaaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafaaaaafafafaaaaafafafafafafafafafafafafafaaafaaafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafaaaaaaaaaaaaaaaaaaaaaaaafafafaaaaaaaaaaaaaaaaaaaaaaafafafafaaaaaaaaaaaaaaaaaaaafafaaaaaaaaaaaaaaaaaafafaaaaaaaaaaaaaaaaaaaafafafaaaaaaaaaaaaaaaaaaaaafafafafaaaaaaaaaaaaaaaaaaaaafafafaaaaaaaaaaaaaaaaaaaafafafafaaaaaaaaaaaaaaaaaaaafafafafafafaaafafafaafaaaaaaaaaaaaaaaafafaaaaaaafaafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaDraaaaaaaaDraaaaaaaaaaaaaaaaaaaaDraararararrrrrarararararararararararararararararaDrDrDrDraDraDraDraDraDraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDrraDraDraDraDraDraDraDraDraDraDraDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrararararararararararrrrarararararararararrrrararararararararararrrrrarararararararararrrrararararararararararrrrarararararararararrrrararararararararararrrrrarararararararararararararararararararararrrrarararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrrarararararararararararararararararararararararararararararrrarararararararararararararararararararararararararararararrrrararararararararararararararararararararararararararararaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaararaDraDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrDrDrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrarararararararrrarararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararararaaaaaaarararaaaaaaDraDDDDDDDrararararrararararararararararararaDrDDDDDDDDDDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDafafaafffffffaaaaafaaaaaaaaaaDrDrDrDDDDDDrDDrDrDraDraDraDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDafafffDDDDDDDDDDDDDDDDDDDDDDDfffffffffffffffafaaaaafafafafafafafafafafafafafafafaaaaaaaaaaDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDftftftftftftftftftftftftftftftftftftftftftftftftftDDDDDDrDrDraaDraraaafafaftttftftftDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDraaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafaaaaaaaaaaaaafafDDDDDDDDDDDDDDDDDDrDraaftDDDraaaafPage 260 of 814
afttftftftftftftftftaftafaftftftftaftafafaaaftftftftftffftftftftftftfttftftftfttttfttftftftftftfttttftfttttttttftfttftftftftftfttttttftftftftftttfttftaftaftaftaftaatftftftftftttftftftftftftftftaaaaaaafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaffffffffffffffffffffffffftftftftttfffafafafftftftaaaaaaaaaaraaaraaaararararararrarrarararararararararararararararrrrrrrrrarararararararaaararaaarararaDraaaaaaararaDraDrDrDDrrDrDrDrDDDDDrDraaaraDraDrarararrDDDDDDrararaDDrararaDDrararaDDraDDrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDftftftftftftftftaararaDDDDDDDraDraraDraDDDaaaaaaaaarrrrraDrDrDrrraraDraDrDrDrrrararararDrDrDrrDrrDrrDrrDrrrrrrrrrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDDDraDDDrDrDrrrarararaDrararDrDrDrDDrarDrDrDrDDrarDrDrDrDrDDDDDDDDDDDDDDrDrDrDrDrDrDrDrrrrrrrrrDraDDDDDDDDDDDDDDrrrrrrrrrrrrrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDraDDDDDDDDDDDPage 261 of 814
aftaftDrafDrafDrDrDraftafafafDraDraDraDrftftftftftftftftftftaftDraDrattttttttttttttttttttttftfttttttttttftftftftttttttttttftftftftftftttttttttttftftftftftftfttttttttttttftftftftftftftftfttttttttttttftftftftftftftftftftftfttttttttttttftftftftftftftftftftftftftftftttttttttttttftftftftftftftftftftftftftftftftftttttttttttttftftftftftftftftftftftftftftftftftftfttttttttttttttftftftftftftftftftftftftftftftftftftftftfttttttttttttttftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttftftftftftftftftftftftftftftftftftftftftftftftftftftftfttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttftftttttttttttttttttttttttttttttttttttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttftftfttttttttttttttftftftftftttttttttttttftftftftftftftttttttttttttftftftftftftftftftftttttttttttttftftftftftftftftftftftfttttttttttttftftftftftftftftftftftftftftfttttttttttttftftftftftftftftftftftftftftftfttttttttttttftftftftftftftftftftftftftftftftftftftttttttttttftftftftftftftftftftftftftftftftftftftftftfttttttttttftftftftftftftftftftftftftftftftftftftftftftftfttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttftftftttttttttttttttttttttftftftftftftftftttttttttttttttttttftftftftftftftftftftftftftftfttttttttttttttttttftftftftftftftftftftftftftftftftftftftftttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttfttftftftftftftftftftftftftftfttfttfttfttfttfttfttfttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttftftftftftftftftftftftftftftttttttttttttttftftftftftftftfttftftftftftftftftftftfffftftftftftftftftftfffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttttttttfffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttttttttttttaftftftftftftftftftftftftftftftftttttttttttttftftftftftftftftftftftftftftftftftftftfttttttttftftftftftftftftftftftftftftftftftftftaftaftaftaftaftftftftftftftftftftttttfttfttttttttttftftfffffffffffffffffffffffffffffaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafafafafafafafafafafafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafafafafafafafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafaaaaaaaaaaaaaaaaaaaaaaaaaaaaarrrrrrrrrrrrrrrrrrraffffffffffffffffffffffffffffffffffffaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafaaDrDraraDraDraDrrarararararararaDrDrDrDrDrDrDrDrDrararararaDrraraDrararararararararararrarrrarrrrrrrrrrDrrDrDrrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrrarararararararararararararararararrarrrrrrrrrrDrrDrDrrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrraraDrDrDDDDDDDDDDDDDDDDDrDDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDDrDrDrDrDrrDrrrDrrDrrDrrDrrDrrDrrDrrDrraDrraDrraDrraDrraDrraDrrarrarrarrarrarrarrarrarrrarrarrarrarrarararararararararararararararararararararararararaararararaarararararararararararaaDraDraDraDDrDDDrDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDraDrDrrarararararararararararararararararararararararararararararararaDrDrDrDrrrrrrrrrrrrrrrarararararararararararararararararararararararararararararararararararaaaaaaaaaaaaaDrDraDraDrarrrrrrrrrrrrrrrrrrrararararararararararararararararararararararararararararaaaaaaaaaaaaaaaaaaaDrDrafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafafaafafafafafafafafafafafafafafafafafaaaaaaaaaaaaaaaaaaaaaaaaafafaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaDrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrrrrararararararararararararararararararararararararararararararaaaaaaaaaaaDrDrDrDrDrDrrrrrrrrrrrrrDrDrDrDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrrrrrrrrrDDDDDDDDDDDDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrrrrrrrrrrDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDPage 262 of 814
tftaftafafDraDrafDrafDraDrDaftDrafDrDraftfffftftaftaftaftaftaftaftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftaftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftafftftftftftftftftftftftftftaftftftftftftftftftftftftftftftftfttttttttttttttftftftftftftftftftftftftftftftftftfttttttftftftftftftftftftftftftftftftftftftftaftaftaftftftftftftftftftttftftftftftftftftftftftftftfttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttftftttftftftftftftftftftftftftftftftftftftftftftftftftftftttttttftftftftftftftftftftftftftftftftftftftftftftftfttftfttttttttttttttttttftftftftftftftftftftftftftftftftftftftftfttftttttttttttttftftftftftftftftftftftftftftftftftftftftftftttttttttttttttftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttttftfttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftttttttttftftfttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttftftftttttttttttttttttttttttttttttttttttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftttttftftftftftftftftftftftftftftftftftftftttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaafafafafafaaaaaaaaaaaaaaaaaaarrrrrrrrrrrrrrrrrrraffffffffffffffffffffffffffffffffffffffffffffffffDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDrafDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDDDDDrDrDrDrDrDDrDrDrDrDrDrDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDDrDrDrDrDDrDDDDDDDDDDDDDDDDrDrrrrrrrrrrrarararararararararararararararaDrrrrrrrrrrrrararararararararararararararararararararaDrDrrrrrrrrrrararararararararararararararararararararararararararararararararararararararaaaaaaaaaaaaaaaaaaaaaaaaaaaarrrrrrrrrrrararararararararararararararararararararararararararararararaaaaaaaaaaaaaaaaaaaDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrrrrrrarararararararararararararararararararararararararararararararararaaaaaaaaaaaaaaaafafafrrrrrrrrrararararararararararararararararararararararararararararararararararaaaaaaaaaaaaDrDrDrDrrrrrrrrrrararrararararararararararararararafrararararararararararararararararararaaaaaaaaaaaaaaaaaaaaaaaaaaaaaDrrrrrrrrrrrarararararararararararararararararararararararararararararararararararaaaaaaDrrDDDDDDDDDDDDDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrDrrrrrrrrrrrrararararararararararararararararararararararararararararararararararaaaaaaaaaaaaaaaaaaaaaaaaarrrrrrrrrrrrarararararararararararararararararararararararararararararararararararaaaaDrDrPage 263 of 814
aftaftafDrafDrftftftftftaftftftaftftftftftftftftftftftftftftftftttttftftftftftfttttttttttftftfttttttftftftftftftttttttttttttttttttttttttfffffffffffffffffftfftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttftftttftftttftftftftftftftttftftftftftftftftftfttttftftftftftftftttftftftftftftttftftftftftftftftftftftttfttttttttttttttttttttttttttttttttttaftftftfttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttftftftttttftftftftftftftftftftftftftftftftftftftftftfttttttttftftftftftftftftftftftftftftftftftftftfttttttttttftftftftftftftftftftftftftftftftftftftftfttttttttttttftftftftftftftftftftftftftftftftftftftftfttttttttttttttftftftftftftftftftftftftftftftftfttftftftttttttttttttttttftftftftftftftftftftftftftftfttttftftttttttttttttttttftftftftftftftftftftftftftftttttftftfttttttttttttttttftftftftftftftftftftftftttttttftftfttttttttttttttftftftftftftftftftfttttttttftftftttttttttttftftftftftftftftttttttttttftftftttttttttftftttftftftftfttttttttttttftftftftttttftftttttftftfttttttttttttttftftftftftfttttttttttttftftftftttttttttttttttftftftttftftftfttttttttftftttttttttttttttttftftftftftfttttttttttttttttttttttttttttftftftttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttttttttttttttttttttttftftftftftttttttttttttttttttttfttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttttttttttftftftftftftfttftftftftftftftftftftftftttttttttttttttftftftftftftftftftftftftftftftftftftftftfttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttftfttftftftftftftftftftftftftftttttttttttftftftftttftftftftftftftftftftftftftftftttttttftftftftftftftftftftftftftfttttttttttftftftftftftftftftftftftftfttfttttttftaftftftftftftftftftftftftftftftftfttttttttftftftftftftftftftftftftftftftftftftftaftaftaftftaftaftftftftftftftftftfttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttttttttttttttttttttfttftffffffffffffffffffffffffffffffffffffffffffffffffffffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfffffffffffffffffffffffffffffffffffffffffffffffffffffffftfffffffffffffffffffffffffffffffffffffffffffffffffffffftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfffffffffffffffffffffffffffffffffffffffffffffffffffffffttftftftffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffafPage 264 of 814
DraftDraftaftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttttttftfttftftftftfttftftftftftftftttftftftftftftftftftftftftftftftftftftftftftttttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftttttttttttfttfttfttftfttttttttttfttfttfttfttftftftftftftftttttftftftftftttttftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftftfttttttftfttftttttftttttftfttfttttttftttttttttttttttttttttttttttttttttfttttttttttttftftftftttttftftftftftftftaftftftftftftftftftftftftftftftftftftftftftftfttttttttttftftftftftftftftftftftftftftftftftftrafftfttftftafaaaaaaaaaaaaaaaaaaaaaafafafafafafafafafafafafafafafafafaaaaaaaaaarrrrrrrrrrrrrrrrrrrffffffffffffffffffffffffffffffffPage 265 of 814
Page 266 of 814
PARKING GARAGE REPAIR871 MARSH STREETSAN LUIS OBISPO, CALIFORNIA 93401Vicinity MapSite MapGeneral Symbols & LegendScope of WorkDrawing IndexProject DescriptionAbbreviationsProject No.Drawing No.Drawn ScaleDateCheckedDrawing TitleProjectNo. DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADG0.0TITLE SHEETPage 267 of 814
Project No.Drawing No.Drawn ScaleDateCheckedDrawing TitleProjectNo. DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADA2.1GROUND FLOORPLANPage 268 of 814
MMBMMMM" BMMB4" B"""24"4"4""x222"x22"x1221212"x24" BM12"x24" BM 12"x24" BM12"x24" BM 12"x24" BM12"x24" BM 12"x24" BM12"x24" BM 12"x24" BM12"x24" BM 12"x24" BM12"x24" BMPour Strip12"x36" BM12"x24" BM12"x33" BM12"x24" BM 12"x36" BMPour Strip12"x24" BM 12"x36" BM12"x24" BM 12"x36" BM12"x24" BM 12"x36" BM12"x24" BM 12"x36" BM12"x24" BM 12"x36" BM12"x24" BM 12"x36" BM12"x33" BM12"x33" BM2122x2"44MMBMM2122x2"4"MMBMMB2122x2"4"MMBMM2122x2"4"MMBMM11x2x4424212BBB2x2MM"4"MMBMMB112"x424B B212M2x2"4"MMBMMB112"x424BB212M2x2"4"MMBMM11212"x424"xBB"24MBBM112"x424BB121Px2ouPoM4"4Sr BMBBBritr11oPoMMMp2"xSrSSur " B"424iriiStttt333B Bpppp2"2212M2x2"4"MBM112"x222636333MMBB" B"121MMMM333x22"24"411MMBMMBBB12121x2x33x"4"44"3MMBMMBBBMB21212x2"x2"4"363MMBMMBMM12121x23"x4"4"66MMBMMBBBMMBM121211x2"x4"436"63MMBMMBBBBMM21"x36"3BBMMM21"x"6MBBM21"x36"3BMM21"x36"3BMM1112"2224224BB"BB""BBMMMMM1112"x2224224BB"BB""BBMMMMM2"222422" B""MMMMM1112"2224224B"BB""BBMMMMM1112"222"24224x33B"BB""BB3" 6MMMMMMBBM2"2P22"24x2ouoo2x33" B"Sr"3" 6MMriprrpMMBBM111x2"214244x33BB"BBBBB" 6MMMMMBB21x2" 442"BMBBx333"6MMMMBBM2"222"222422x333122" B""23" "6x33MMMMM3MB3"""BMBMMM12"22212422x33" B""x" 66MMMMMMMB12221"x3333""1"3BMM2"22MB2"242236x33" B""3B"MMMMMMMMouPPoPorSrr1rirrrSStSr2"2221p2422x33x" B""x 3MMMMMMB1222211Bx3333"6"66BMMMMB2"22BM2422" B""MMMMM1211x2"4"414BMB2"22B2422" BB""MMMMM1211x2"4"422224BMB242x22B B"""""MMMMM1211x2"4"44BMBB1211x2"4"44BMBB1211x2"4"44BMBB1211x"xx4444BMBBBMProject No.Drawing No.DrawnScaleDateCheckedDrawing TitleProjectNo.DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADA2.2SECOND FLOORPLANPage 269 of 814
12"x24" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BMPour Strip12"x36" BM12"x33" BM12"x33" BM12"x36" BM 12"x36" BMPour Strip12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM 12"x36" BM12"x36" BM 12"x36" BM12"x33" BM12"x33" BMProject No.Drawing No.DrawnScaleDateCheckedDrawing TitleProjectNo.DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADA2.3THIRD FLOORPLANPage 270 of 814
12"x24" BM12"x24" BM12"x36" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BM 12"x24" BM12"x36" BMPour Strip12"x36" BM12"x33" BM12"x33" BM12"x36" BM 12"x36" BMPour Strip12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM12"x36" BM 12"x36" BM12"x36" BM 12"x36" BM12"x33" BM12"x33" BM12"x424BB2"Mx3x"6BMBM12"x36BBM12"x36BB M2x2114" 2"x2BM363BBB MM12"x4"211BMB2"x2MM363BBBMM12x24" 11BM2"x2363BBBMM12x22"24" x33xBM"BMM12x24" 12"x2PBM363ur BBB tStPPMMMMMMMp12urouBBx2tSttS33334" rippppx"x11BM1212"x636BBBBM12x3M6" BMB1BM3"32"x2x3"x363121BBB MM112"x22"x36333BBB " B1MMM"x263B11MM2"x2363BB2111MMx3x"6MB12"x2363BBB 21MMx3"x"6MB12"x2363BBB 21MMx3"x"6MBM21x3x"6MB1"x263BMM1"x263BMM21223x336"MBMMMM21223x336"MBMMMM12112x336" 66BMMMBBM21223x336"MBMMMM2"6x33B"MM2122M3x336"MBMMMM2"6x33B"MM12112Mx3ouP36" 6r Sr6BMMMBtripSttBM21x3xx 6MB2223x336"MMMMBMMMMM212x3x2122x" 6"x3""x"MB3"33BMBBMMMM212x3xx" 6"MB12112x331126" 661xxBMMMBBMx213333"3x3xBBBx 6MMMB12112x336" 661BMMMBBM2"111632"xxx3B"33333MMBB12112BMMx336" 66BMMMBBMPoPPPPur uuStrtttSSSS2"2ppppp12px336" "xxx""BMM33"M31BMB2"xM2xM363612B12Bx3M3M6" 6BMMBBM12"x2x1124242"2B2B3663M3MBBB"MMM12"x2x2424BBMM2112x21224" 4"x4xBMB24"BM4BBM12"x2x2424BBMM221x22"xx4"44BMMBB12"x2x2424BBMMProject No.Drawing No.DrawnScaleDateCheckedDrawing TitleProjectNo.DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADA2.4ROOF PLANPage 271 of 814
Project No.Drawing No.Drawn ScaleDateCheckedDrawing TitleProjectNo. DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADA4.0REPRESENTATIVEPHOTOSPage 272 of 814
”Project No.Drawing No.Drawn ScaleDateCheckedDrawing TitleProjectNo. DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADS0.1STRUCTURALGENERAL NOTES& SUBMITTALSPage 273 of 814
≥Project No.Drawing No.Drawn ScaleDateCheckedDrawing TitleProjectNo. DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADS1.0TYPICALSTRUCTURALREPAIR DETAILSPage 274 of 814
“” “” “” “” “” ” ”” ”” Project No.Drawing No.Drawn ScaleDateCheckedDrawing TitleProjectNo. DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADWP0.1WATERPROOFINGGENERAL NOTES &SUBMITTALSPage 275 of 814
Project No.Drawing No.Drawn ScaleDateCheckedDrawing TitleProjectNo. DescriptionDateSealConsultantByApprovedPARKING GARAGEREPAIR871 MARSH STREETSAN LUIS OBISPO, CA 93401SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building EnclosuresSimpson Gumpertz & Heger Inc.1999 Harrison Street, Suite 2400Oakland, California 94612main: 415.495.3700 fax: 415.495.3550www.sgh.comBostonChicagoHoustonLos AngelesNew YorkSan FranciscoWashington, DC107/09/2150% CD SETAD201/21/2290% CD SETADWP1.0WATERPROOFINGTYPICAL REPAIRDETAILSPage 276 of 814
R ______
RESOLUTION NO. _____ (2022 SERIES)
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS
OBISPO, CALIFORNIA, APPROVING AN AMENDMENT TO THE 2022-
23 BUDGET ALLOCATION
WHEREAS, in accordance with the San Luis Obispo City Charter Section 802, the
City Manager submitted the Fiscal Year 2022-23 Supplemental Budget to Council for its
review and consideration on June 7, 2022; and
WHEREAS, on June 7, 2022, the Council approved and appropriated the 2022-23
Supplemental Budget including operating expenditures, debt service, and capital
improvement plan budget; and
WHEREAS, the City received updated cost estimates for the Cultural Arts District
Parking Structure reflecting an increase in construction costs reflective of recent market
construction cost escalation; and
WHEREAS, the 2022-23 Supplemental Budget provided a Parking Fund Five Year
Forecast inclusive of construction cost escalation for the Cultural Arts District Parking
Structure; and
WHEREAS, the City will be utilizing Parking Fund Unreserved W orking Capital to
build Phase 1 of the Cultural Arts District Parking Structure and needs to appropriate the
budget from the fund balance.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis
Obispo as follows:
Page 277 of 814
Resolution No. _____ (2022 Series) Page 2
R ______
SECTION 1. The 2022-23 budget is hereby amended to appropriate $1,387,900
of the City’s Parking Fund Unreserved Working Capital balance to the Cultural Arts
District Parking Structure CIP project budget.
Upon motion of _______________, seconded by _____________, and on the
following roll call vote:
AYES:
NOES:
ABSENT:
The foregoing resolution was adopted this _____ day of _____________________ 2022.
___________________________
Mayor Erica A. Stewart
ATTEST:
________________________
Teresa Purrington
City Clerk
APPROVED AS TO FORM:
________________________
J. Christine Dietrick
City Attorney
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the
City of San Luis Obispo, California, on ______________________.
___________________________
Teresa Purrington
City Clerk
Page 278 of 814