CONTRACT 7590 Public Works Contract
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
CITY OF EL SEGUNDO
RECREATION PARK
TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
PROJECT NO.: PW 25-13
MANDATORY PRE-BID MEETING
DAY, MARCH 05, 2026, AT 10 AM
BIDS DUE WEDNESDAY, APRIL 01, 2026
AT 11:00 AM
Agreement No. 7590
MANDATORY PRE-BID MEETING LOCATION:
Agreement No. 7590
Agreement No. 7590
SPECIAL INSTRUCTIONS TO CONTRACTORS
II-B-24 II-B-27
ONLY CONTRACTORS ABLE TO OBTAIN AND FURNISH THE REQUIRED
COVERAGE AND ENDORSEMENT “ISO” FORMS SHOULD CONSIDER
SUBMITTING A BID PACKAGE.
Agreement No. 7590
TABLE OF CONTENTS
SECTION I – LEGALPAGE
Agreement No. 7590
SECTION II – GENERAL REQUIREMENTSPAGE
Agreement No. 7590
SECTION II – GENERAL REQUIREMENTS (Continued)PAGE
Agreement No. 7590
Agreement No. 7590
SECTION III – SPECIAL PROVISIONSPAGE III-A-1 TO A-11
EXHIBITS
Agreement No. 7590
NOTICE INVITING SEALED BIDS
FOR THE
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
IN THE CITYOF EL SEGUNDO
PROJECTNO.: PW 25-13
WEDNESDAY, April 01, 2026
PW 25-
13October 21, 2025
March 05, 2026 at 10:00amRecreation Park
Teen Center
mandatory5:00pmMarch
16, 2026
Agreement No. 7590
The Contractor’s duty to pay State prevailing wages can be found under Labor Code
Section 1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for
failure to pay prevailing wages and employ apprentices including forfeitures and
debarment.
ContractorSubcontractor
Contractor
Agreement No. 7590
“SEALED BIDS FOR PROJECT NO.: PW 25-13
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
IN THE CITY OF EL SEGUNDO
DO NOT OPEN WITH REGULAR MAIL"
ten percent (10%)
Contractor
A or B Contractor Subcontractors
ninety (90) calendar days.
Agreement No. 7590
BIDDING INSTRUCTIONS
Agreement No. 7590
https://www.elsegundo.org/government/departments/public-works/request-public-
works-bid
Agreement No. 7590
Questions Due by MARCH 16, 2026
Questions Answered by MARCH27, 2026
Agreement No. 7590
Bidders are required to submit one (1) original set of the proposal
forms.
Agreement No. 7590
10.5 The Bid Form, Bid Security, and all other documents required to be
submitted with the Bid must be enclosed in a sealed opaque envelope. The
envelope must be addressed to the CityClerk. The envelope must be
identified with theBidder’s name and address, and identify the Projectfor
which the Bid is submitted., as follows:“SEALED BIDS FOR PW 25-13:
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT. DO NOT OPEN WITH REGULAR MAIL.”
Proposals may be mailed or delivered by messenger.
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
PROPOSAL
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
PROJECT NO.: PW 25-13
TO THE CITY OF EL SEGUNDO:
BIDDER
BIDDER
BIDDER
BIDDER
BIDDER
BIDDER
THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO
INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND
TO DELETE ANY ITEM FROM THE CONTRACT.
BIDDER'S
BIDDER
Agreement No. 7590
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER
AFFIRMATIVE ACTION CERTIFICATION
BIDDER
BIDDER
NONCOLLUSION DECLARATION
BIDDER
Agreement No. 7590
BID SCHEDULE
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
PROJECT NO.: PW 25-13
ITEM UNIT
DESCRIPTIONUNITQTYAMOUNT
NO.PRICE
BASE BID ITEMS
Mobilization/Demobilization
1
Hazardous Materials Allowance:
2
3 Interior Furniture Allowance
Entire Site Electrical Utilities
4
5 Site Lighting
TEEN CENTER
Superstructure
6
Exterior Enclosure
7
Roofing
8
Interior Construction
9
Agreement No. 7590
Interior Finishes
10
Plumbing
11
HVAC
12
13 Fire Protection
Electrical
14
Equipment Furnishing
15
Selective Building Demolition
16
Agreement No. 7590
TEEN PLAZA
Site Preparation
17
Site Improvements
18
Sports Equipment
19
Fences and Gates
20
21 Landscape:
Miscellaneous:
22
Site Mechanical Utilities
23
Underground Infiltration System
24
SKATEPARK (
Earthwork and Site Preparation
25
Drainage
26
Agreement No. 7590
Skatepark Construction:
27
Concrete Color and Pool Coping
28
Water Tower Feature:
29
NOTE:
1)THE AWARD TO THE APPARENT LOWEST BIDDER IS BASED ON THE
TOTAL OF BASE BID ITEMS ONLY. ALTERNATIVE BID ITEMS SHALL
NOT BE CONSIDERED AS PART OF THE LOWEST BID.
2)THE AWARDED BIDDER SHALL BE REQUIRED TO SUBMIT A DETAILED
SCHEDULE OF VALUES FOR ALL BID ITEMS AT THE TIME OF THE PRE-
CONSTRUCTION MEETING. SUBMISSION OF THE SCHEDULE OF VALUES
IS NOT REQUIRED AS PART OF THE BID PROPOSAL.
ninety (90) calendar days.
Agreement No. 7590
ALTERNATIVE BID ITEMS
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
PROJECT NO.: PW 25-13
ITEM UNIT
DESCRIPTIONUNITQTYAMOUNT
NO.PRICE
ALTERNATIVE BID ITEMS
Site Lighting:
A
Skatepark-Water Tower
B
Agreement No. 7590
BIDDER'S INFORMATION
BIDDER
Agreement No. 7590
BIDDER'S INFORMATION (CONTINUED)
_______________________________________________________
_______________________________________________________
Agreement No. 7590
IN WITNESS WHEREOF, BIDDER
BIDDERNAME AND CONTACT INFORMATION
NOTARY PUBLIC
_________________________________________________________
Agreement No. 7590
PROPOSAL GUARANTEE
BID BOND
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
KNOW ALL MEN BY THESE PRESENTS that,
, BIDDER,
, SURETY,
DOLLARS ($),
BIDDER
, and agree to be bound, jointly and severally, firmly by these
presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH BIDDER
BIDDER
IN WITNESS WHEREOF
BIDDER* __________________________________________________________
__________________________________________________________
__________________________________________________________
SURETY* __________________________________________________________
__________________________________________________________
__________________________________________________________
NOTARY PUBLIC
*BIDDER/SURETY
Agreement No. 7590
CONTRACTOR'S LICENSE DECLARATION
1. BIDDER'S
2. BIDDER'S
3. BIDDER
Signature
Typed Name
Title
Company Name
Agreement No. 7590
NON-COLLUSION DECLARATION
Agreement No. 7590
WORKER’S COMPENSATION CERTIFICATION
Section 1861 OF THE LABOR CODE
(Workers' Compensation)
BIDDER
PROPOSAL
Agreement No. 7590
BIDDER’S CERTIFICATION OF SUBCONTRACTORS
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
Agreement No. 7590
BIDDER
1. Project Owner: _________________________________________________
2. Project Owner: _________________________________________________
3. Project Owner: _________________________________________________
Agreement No. 7590
4. Project Owner: _________________________________________________
5. Project Owner: _________________________________________________
PRIOR SPECIALTY SKATEPARK CONSTRUCTION EXPERIENCE
1.Contractor Name:
Agreement No. 7590
2.Contractor Name:
Bidder may attach additional reference pages if necessary.
BIDDER
Agreement No. 7590
BIDDER’S STATEMENT OF
PAST CONTRACT DISQUALIFICATIONS
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
Agreement No. 7590
INSURANCE REQUIREMENTS
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
*The city has the option to increase the limits as required for more complex and major waterworks,
sanitation, and road pavement projects.
END PROPOSAL SECTION
Agreement No. 7590
PUBLIC WORKSAGREEMENT
BETWEEN
THE CITY OF EL SEGUNDO AND
___ _
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
1. WORK
Agreement No. 7590
2. CONTRACT SUM.
3. SECURITIES AND BONDS.
4.INSURANCE.
Agreement No. 7590
*The city has the option to increase the limits as required for more complex and
major waterworks, sanitation, and road pavement projects.
Agreement No. 7590
i.
ii.
iii.
5. TIME FOR PERFORMANCE.
Agreement No. 7590
6. DELAYS AND EXTENSIONS OF TIME.
7. TERM AND TERMINATION.
Agreement No. 7590
8.PERMITSAND LICENSES.
9. COOPERATION AND COLLATERAL WORK
10. EXTRA WORK.
11. ASSIGNMENT.
Agreement No. 7590
12.INSPECTION.
13. WORKSITE MAINTENANCE
14. WARRANTY.
Agreement No. 7590
15. CONTRACTOR’S RESPONSIBILITY FOR WORK.
16. DISPUTES
17.THIRD PARTY CLAIMS
18. TAXPAYER IDENTIFICATION NUMBER
19. OWNERSHIP OF DOCUMENTS.
20. INDEMNIFICATION.
Agreement No. 7590
21.NONDISCRIMINATORY EMPLOYMENT.
Agreement No. 7590
22.PREVAILING WAGES
23. INDEPENDENT CONTRACTOR.
24. CONFLICTS OF INTEREST.
25. AUDIT OF RECORDS.
26. NON-WAIVER OF TERMS, RIGHTS AND REMEDIES.
27. NOTICES
Agreement No. 7590
28. NO THIRD PARTY BENEFICIARY
29. INTERPRETATION
30. EFFECT OF CONFLICT
31. SEVERABILITY.
32. AUTHORITY/MODIFICATION.
33. ENTIRE AGREEMENT.
Agreement No. 7590
34.ELECTRONIC SIGNATURES; SIGNATURE AUTHORITY
35. COVENANTS AND CONDITIONS.
36. CAPTIONS.
37. TIME IS OF ESSENCE.
Signatures on following page
Agreement No. 7590
Agreement No. 7590
FAITHFUL PERFORMANCE BOND
RECREATION PARK TEEN CENTER, PLAZA, AND SKATEPARK
RENOVATION PROJECT
DOLLARS
SPECIFICATIONS NO. PW 25-13
SPECIFICATIONS NO. PW 25-13
CITYDRAWING FILE NO. PW 25-13
Agreement No. 7590
SPECIFICATIONS NO. PW 25-13
\[SIGNATURES ON FOLLOWING PAGE\]
Agreement No. 7590
PRINCIPAL’s MAILING SURETY’s MAILING ADDRESS:
ADDRESS:
Agreement No. 7590
LABOR AND MATERIALS BOND
RECREATION PARK TEEN CENTER, PLAZA AND SKATEPARK
RENOVATION PROJECT
DOLLARS
SPECIFICATIONS NO. PW 25-13
SPECIFICATIONS NO. PW 25-13,
CITY
DRAWING FILE NO. PW 25-13
Agreement No. 7590
SPECIFICATIONS NO. PW 25-13,
\[SIGNATURES ON FOLLOWING PAGE\]
Agreement No. 7590
PRINCIPAL’s MAILING ADDRESS: SURETY’s MAILING ADDRESS:
Agreement No. 7590
SECTION II - GENERAL REQUIREMENTS
CITY OF EL SEGUNDO
PUBLIC WORKSDEPARTMENT
GENERAL SPECIFICATIONS
Contractor
Contractor Subcontractors
Contractor Subcontractors
BEFORE PERFORMING WORK.
Contractor One
Thousand Four Hundred Forty-Four Dollars ($1,444.00)
Contractor
Contractor
One Hundred and Fifty-Six Dollars ($156.00)
Contractor
Contractor
Contractor
Contractor
Agreement No. 7590
Contractor
ContractorSubcontractor
Agreement No. 7590
CITYOF EL SEGUNDO
PUBLIC WORKS DEPARTMENT
SUPPLEMENTAL PROVISIONS
PART 1
GENERAL PROVISIONS
SECTION 1 - GENERAL
0-0STANDARD SPECIFICATIONS
0-1 GENERAL
0-2 NUMBERING OF SECTIONS
1-2 TERMS AND DEFINITIONS
Acceptance City
Council
City
City Council
Compensable Delay
Due Notice
Agreement No. 7590
Engineer
Prompt
Public Works Director
State Standard Specifications
Working Days
6-3TIME OF COMPLETION.
1-3 ABBREVIATIONS
1-3.1Common Usage
1-3.2 Institutions
Agreement No. 7590
1-6.1 General
Agreement No. 7590
1-6.3 Additional Responsibility
1-7 AWARD AND EXECUTION OF THE CONTRACT
1-7.2 Contract Bonds
SECTION 2 – SCOPE OF THE WORK
2.1 WORK TO BE DONE
2-1.1 Access to Project Site
2-1.2 Ownership and Use of Contract Documents
Agreement No. 7590
2-2 PERMITS
2-3 RIGHT-OF-WAY
2-3.1 Additional Work Areas and Facilities
2-9 CHANGED CONDITIONS.
immediately
Agreement No. 7590
is not a
part
2-10 DISPUTED WORK
SECTION 3 – CONTROL OF THE WORK
Agreement No. 7590
3-7 CONTRACT DOCUMENTS
3-7.1 General
3-7.2 Precedence of Contract Documents
Agreement No. 7590
3-7.3 Accuracy of Plans and Specifications
3-10 SURVEYING
3-10.3 Survey Service
3-10.3.1 Construction Surveying
Agreement No. 7590
3-10.3.2 Measurement and Payment
3-12 WORK SITE MAINTENANCE
3-12.1 Cleanup and Dust Control
3-12.1.1General
3-12.1.2 Watering
Agreement No. 7590
3-12.6 Water Pollution Control
3-12.7 Protection and Restoration of Existing Improvements
Agreement No. 7590
3-12.7 Public Convenience and Safety
3-12.8.1 Traffic and Access
Agreement No. 7590
3-12.8.2 Street Closures, Detours, Barricades
3-12.8.3 Protection of the Public
Agreement No. 7590
3-13 COMPLETION AND ACCEPTANCE
3-13.1 General Guaranty
SECTION 4 – CONTROL OFMATERIALS
4-3 INSPECTION
4-3.1 General
Agreement No. 7590
4-6 TRADE NAMES
4-6.1 Trade Names or Equals
Agreement No. 7590
Agreement No. 7590
SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR
5-3.2 Prevailing Wages
5-3.5 Apprentices
Agreement No. 7590
5-3.3 Record of Wages Paid: Audit
5-4 INSURANCE
5-4.1 General
COVERAGE PER ISO FORM COMBINED
OCCURRENCE SINGLE
LIMIT
Agreement No. 7590
Agreement No. 7590
will not
5-4.2 General Liability
Agreement No. 7590
5-4.3 Worker’s Compensation
5-4.4 Auto Liability Insurance
5-4.5 Indemnification and Defense
Agreement No. 7590
5.7 SAFETY
5-7.4 Hazardous Material
Agreement No. 7590
SECTION 6 -PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
6-1.1 Contract Schedule
6-1.2 Content of the Contract Schedule
Agreement No. 7590
6-1.3 Effect of Contract Schedule
Agreement No. 7590
6-1.4 Commencement of Contract Time
6-3.3 Working Days and Working Hours
Agreement No. 7590
6-3.4 Night Work
6-3.5 Weekend and Holiday Work
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General
Agreement No. 7590
6-4.2 Extensions of Time
6-4.3 Payment for Delays to Contractor
6-4.4 Written Notice and Report
6-7 DEFAULT BY CONTRACTOR
6-7.1 General
Agreement No. 7590
6-7.2 Termination of Contractor’s Control Over the Work
6-7.3 Surety’s Assumption of Control
Agreement No. 7590
6-9 LIQUIDATED DAMAGES
6-9.1 Failure to Complete Work on Time
SECTION 7 – MEASUREMENT AND PAYMENT
7-2 LUMP SUM WORK
7.3 PAYMENT
Agreement No. 7590
7-3.2 Partial and Final Payments
last
working day of each month
Agreement No. 7590
7-3.2.1 Final Payment and Termination of Agency Liability
7-3.3 Delivered Materials
7.4 PAYMENT FOR EXTRA WORK
7-4.2Basis for Establishing Costs
7-4.2.3 Tools and Equipment Rental
Agreement No. 7590
7-4.3 Markup
7-4.3.1Work by Contractor
7-4.3.2 Work by Subcontractors
7-4.3.3 Compensable Delays
7-4.4 Daily Reports by Contractor
7-4.5 Disputes and Claims Procedure
Agreement No. 7590
7-4.5.1 General
7-4.5.2 Form and Content
Agreement No. 7590
Agreement No. 7590
7-4.5.3 Claims Submitted to the Engineer
7-4.5.4 Claim is Prerequisite to Other Remedy
7-4.5.5 Decision on Claims
Agreement No. 7590
7-4.5.6 Appeal of Engineer’s Decision
7-4.5.7 Mediation
7-4.5.8 Arbitration
7-4.5.9When Arbitration Decision Becomes Binding
Agreement No. 7590
7-4.5.10Appeal to Superior Court – Waiver of Jury Trial
7-4.5.11AB 626 Claims Process
Agreement No. 7590
PART 4 – EXISTING IMPROVEMENTS
SECTION 402 UTILITIES
402-2 PROTECTION
402-2.1 Incorrect Location of Utilities
402-4 RELOCATION
402-4.1 Responsibility of Utility Removal or Relocation
402-5 DELAYS
402-5.1 Calculating Idle Time
Agreement No. 7590
Agreement No. 7590
SECTION III – SPECIAL PROVISIONS
Two-HundredForty-Five (245)
OPERATIONOFFICE TELEPHONE
CONTRACTOR
CONTRACTOR'S
Agreement No. 7590
CONTRACTOR'S
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
EXHIBIT A
Technical Specifications
Agreement No. 7590
Agreement No. 7590
TABLE OF CONTENTS
DIVISION 01 – GENERAL
DIVISION 03 – CONCRETE
DIVISION 04 – MASONRY
DIVISION 05 – METALS
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
SECTION 03 50 00 - CAST-IN-PLACE CONCRETE
1.0 GENERAL
1.1 SCOPE
a.
b.
1.2 REFERENCE STANDARD
1.3 SUBMITTALS
a.
b.
(1)
(2)
c.
d.
1.4 STORAGE OF MATERIALS
a.
b.
Agreement No. 7590
c.
d.
1.5 TESTING LABORATORY SERVICES
2.0 PRODUCTS
2.1 MATERIALS
a.
b.
(1)
(2)
(3)
c.
d.
(1)
(1)
(2)
Agreement No. 7590
e.
f.
g.
h.
i.
2.2 PROPORTIONING
a.
b.
c.
d.
e.
Agreement No. 7590
f.
(1)
(2)
g.
(1)
(2)
(3)
(4)
Agreement No. 7590
h.
(1)
(2)
(3)
2.3 MIXING NORMAL WEIGHT CONCRETE
a.
(1)
(2)
(3)
(4)
(5)
Agreement No. 7590
(6)
(7)
b.
(1)
(2)
(3)
c.
(1)
(2)
(3)
(4)
d.
Agreement No. 7590
(1)
(2)
(3)
e.
(1)
(2)
(3)
3.0 EXECUTION
3.1 PREPARATION
a.
b.
c.
(1)
(2)
Agreement No. 7590
d.
3.2 CONVEYING
a.
b.
(1)
(2)
(3)
(4)
c.
Agreement No. 7590
3.3 PLACING
a.
b.
(1)
(2)
(3)
(4)
(5)
(6)
Agreement No. 7590
(7)
c.
3.4 REPAIRING SURFACE DEFECTS
a.
(1)
(2)
(3)
(4)
b.
c.
Agreement No. 7590
3.5 FINISHING OF FORMED SURFACES
a.
b.
(1)
(2)
(3)
3.6 FINISHING SLABS AND SIMILAR FLAT SURFACES
a.
b.
c.
d.
(1)
Agreement No. 7590
(2)
e.
(1)
(2)
3.7 CURING PROCEDURES
a.
b.
(1)
(2)
(3)
(4)
(5)
(6)
c.
(1)
(2)
Agreement No. 7590
(3)
d.
e.
f.
g.
(1)
(2)
(3)
h.
END OF SECTION 033000
Agreement No. 7590
SECTION 042200 Î CONCRETE UNIT MASONRY
PART 1 - GENERAL
1.01 SECTION INCLUDES
1.02 MEASUREMENT AND PAYMENT
Agreement No. 7590
1.03 REFERENCES
1.04 REGULATORY REQUIREMENTS
Agreement No. 7590
1.05 SUBMITTALS
1.07 QUALITY ASSURANCE
PART 2 - PRODUCTS2.01 MATERIALS
Agreement No. 7590
2.02 MORTAR
Agreement No. 7590
2.03 GROUT
2.04 SURFACE SEALER
PART 3 - EXECUTION3.01 LAYING CONCRETE MASONRY UNITS
Agreement No. 7590
Agreement No. 7590
3.02 REINFORCING STEEL
Agreement No. 7590
3.03 GROUTING
3.04 REPAIRING AND POINTING
Agreement No. 7590
3.05 CLEANING
3.06 CURING
3.07 SEALER APPLICATION
3.08 FIELD QUALITY CONTROL
Agreement No. 7590
3.09 ACCEPTANCE OF STRUCTURE
END OF SECTION
Agreement No. 7590
SECTION 051200 Î STRUCTURAL STEEL FRAMING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
1.2 SUMMARY
1.3 DEFINITIONS
1.4 COORDINATION
1.5 PREINSTALLATION MEETINGS
1.6 ACTION SUBMITTALS
1.7 INFORMATIONAL SUBMITTALS
Agreement No. 7590
1.8 QUALITY ASSURANCE
1.9 DELIVERY, STORAGE, AND HANDLING
Agreement No. 7590
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
2.2 STRUCTURAL-STEEL MATERIALS
2.3 BOLTS, CONNECTORS, AND ANCHORS
Agreement No. 7590
2.4 PRIMER
2.5 FABRICATION
Agreement No. 7590
2.6 SHOP CONNECTIONS
2.7 SHOP PRIMING
2.8 GALVANIZING
2.9 SOURCE QUALITY CONTROL
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION
3.2 PREPARATION
3.3 ERECTION
Agreement No. 7590
3.4 FIELD CONNECTIONS
3.5 INSTALLING LEVELING AND BEARING PLATES
3.6 FIELD QUALITY CONTROL
Agreement No. 7590
3.7 REPAIRS AND PROTECTION
END OF SECTION 051200
Agreement No. 7590
SECTION 05 50 00 Î METAL FABRICATION FOR SKATEPARKS
PART 1 - GENERAL
1.1 GENERAL INFORMATION
1.2 REFERENCE STANDARDS
1.3 RELATED SECTIONS:
PART 2 Î PRODUCTS
PART 3 - EXECUTION
Agreement No. 7590
END OF SECTION 05 50 00
Agreement No. 7590
SECTION 07 21 50 Î BUILDING ENCLOSURE INSULATION
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.6 HANDLING
Agreement No. 7590
1.7 PROJECT CONDITIONS
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 FIBERGLASS BLANKET INSULATION
2.3 SPRAYED POLYURETHANE FOAM INSULATION
Agreement No. 7590
2.4 INSTALLATION MATERIALS:
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION:
3.3 CORRECTION AND REPAIR
Agreement No. 7590
3.4 CLEANUP
3.5 PROTECTION
END OF SECTION 07 21 50
Agreement No. 7590
SECTION 07 55 23 Î EPDM ROOFING
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.
2.
3.
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
Agreement No. 7590
1.7 PROJECT CONDITIONS
1.8 WARRANTY
PART 2 - PRODUCTS
2.1 ROOFING MEMBRANE
2.2 ROOFING INSULATION AND COVER BOARD
Agreement No. 7590
2.3 INSTALLATION MATERIALS
2.4 ACCESSORIES:
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 PREPARATION:
1.
2.
Agreement No. 7590
3.3 INSTALLATION
Agreement No. 7590
Agreement No. 7590
3.4 FIELD QAULITY CONTROL
Agreement No. 7590
3.5 CORRECTION AND REPAIR
Agreement No. 7590
3.6 CLEANING
3.7 CLOSEOUT ACTIVITIES
3.8 PROTECTION
END OF SECTION 07 55 23
Agreement No. 7590
SECTION 07 57 13 Î BASF SEAMLESS SILICONE/POLYURETHANE INSULATED ROOF
SYSTEM FOR NEW CONSTRUCTION OR RETROFIT APPLICATIONS
PART 1 - GENERAL
1.1 SUMMARY
1.2 RELATED WORK:
1.3 RELATED DOCUMENTS
Agreement No. 7590
1.4 QUALITY ASSURANCE
Agreement No. 7590
1.5 SUBMITTALS
1.6 MATERIALS, DELIVERY AND STORAGE
1.7 ENVIRONMENTAL CONDITIONS
Agreement No. 7590
1.8 SEQUENCING AND SCHEDULING
1.9 WARRANTY
PART 2 - PRODUCTS
2.1 POLYURETHANE FOAM NSULATION
Agreement No. 7590
2.2 SILICONE COATING
2.3 SEALANT
Agreement No. 7590
2.4 SUBSTRATE PRIMER
2.5 GRANULES
2.6 PROTECTIVE COVERING / WALKWAYS
2.7 GYPSUM BOARD
Agreement No. 7590
2.8 POLYISO INSULATION BOARD
PART 3 - EXECUTION
3.1 INSPECTION:
3.2 SURFACE PREPARATION:
Agreement No. 7590
3.3 POLYURETHANE FOAM APPLICATION
Agreement No. 7590
3.4 SILICONE ROOF COATING APPLICATION
3.5 GRANULE APPLICATION
Agreement No. 7590
3.6 FIELD QUALITY CONTROL
3.7 SAFETY REQUIREMENTS
3.8 FOLLOW-UP INSPECTIONS
END OF SECTION 07 55 23
Agreement No. 7590
SECTION 07 65 26 Î SASM FLASHING
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
1.7 PROJECT CONDITIONS
Agreement No. 7590
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 THROUGH-WALL SASM FLASHING
Agreement No. 7590
2.3 OPENING AND PENETRATION SASM FLASHING
Agreement No. 7590
2.4 INSTALLATION MATERIALS
Agreement No. 7590
2.5 ACCESSORIES:
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 PREPARATION:
Agreement No. 7590
3.3 INSTALLATION
3.4 FIELD QUALITY CONTROL
Agreement No. 7590
3.5 CORRECTION AND REPAIR
Agreement No. 7590
3.6 CLEANING
3.7 PROTECTION
END OF SECTION 07 65 26
Agreement No. 7590
SECTION 07 62 00 Î SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
Minimum Design Loads and
Associated Criteria for Buildings and other Structures
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Architectural Sheet Metal
Manua
ÐRoofing and Waterproofing
ManualArchitectural Sheet Metal and Metal Roofing
Agreement No. 7590
1.6 HANDLING
PART 2 - PRODUCTS
2.1 MATERIALS
Agreement No. 7590
2.2 ROOFING INSULATION AND COVER BOARD
Agreement No. 7590
2.3 OTHER SHEET METAL FLASHINGS AND TRIM
2.4 ACCESSORIES:
Agreement No. 7590
Agreement No. 7590
2.5 FABRICATION
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION:
Agreement No. 7590
Agreement No. 7590
3.3 CORRECTION AND REPAIR
3.4 CLEANING
Agreement No. 7590
3.5 PROTECTION
END OF SECTION 07 62 00
Agreement No. 7590
SECTION 07 84 00 Î FIRESTOPPING
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
Directory of Listed Building Products, Materials, & Assemblies
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
1.7 PROJECT CONDITIONS
Agreement No. 7590
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 FIRESTOPPING ASSEMBLIES
Agreement No. 7590
2.3 MATERIALS
Agreement No. 7590
2.4 ACCESSORIES
2.5 MIXING
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 PREPARATION:
3.3 INSTALLATION
Agreement No. 7590
3.4 FIELD QUALITY CONTROL
3.5 CORRECTION AND REPAIR
Agreement No. 7590
3.6 CLEANING
3.7 PROTECTION
END OF SECTION 07 84 00
Agreement No. 7590
SECTION 07 92 00 Î JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
Agreement No. 7590
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
Agreement No. 7590
1.7 PROJECT CONDITIONS
1.8 WARRANTY
PART 2 - PRODUCTS
2.1 MANUFACTURERS
Agreement No. 7590
2.2 TRAFFIC JOINT SEALANTS
2.3 EXTERIOR FACADE SEALANTS
Agreement No. 7590
2.4 SPECIALTY JOINT SEALANTS
2.5 INTERIOR JOINT SEALANTS
Agreement No. 7590
2.6 JOINT SEALANT BACKINGS
Agreement No. 7590
2.7 TAPE SEALANTS
2.8 ACCESSORIES
Agreement No. 7590
2.9 MIXING
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 PREPARATION:
Agreement No. 7590
3.3 INSTALLATION
Agreement No. 7590
3.4 FIELD QUALITY CONTROL
Agreement No. 7590
3.5 CORRECTION AND REPAIR
3.6 CLEANING
Agreement No. 7590
END OF SECTION 07 92 00
Agreement No. 7590
SECTION 07 92 01 Î JOINT SEALANTS FOR SKATEPARKS
PART 1 - GENERAL
1.1 DESCRIPTION:
1.2 RELATED SECTIONS:
PART 2 Î PRODUCTS
PART 3 - EXECUTION
3.1 CONCRETE:
Agreement No. 7590
END OF SECTION 07 92 01
Agreement No. 7590
SECTION 08 12 13 Î STANDARD HOLLOW METAL FRAMES
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
PART 2 - PRODUCTS
2.1 MANUFACTURERS
Agreement No. 7590
2.2 STANDARD HOLLOW METAL FRAMES
2.3 COMPONENTS
Agreement No. 7590
2.4 ACCESSORIES
Agreement No. 7590
2.5 MATERIALS
Agreement No. 7590
2.6 FINISHES
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
Agreement No. 7590
Agreement No. 7590
3.3 CORRECTION AND REPAIR
3.4 CLEANING
3.5 PROTECTION
END OF SECTION 08 12 13
Agreement No. 7590
SECTION 08 13 13 Î STANDARD HOLLOW METAL DOORS
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
PART 2 - PRODUCTS
2.1 MANUFACTURERS
Agreement No. 7590
2.2 STANDARD HOLLOW METAL FRAMES
Agreement No. 7590
2.3 ACCESSORIES
Agreement No. 7590
2.4 MATERIALS
Agreement No. 7590
2.5 FINISHES
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
Agreement No. 7590
3.3 CORRECTION AND REPAIR
3.4 ADJUSTING
3.5 CLEANING
Agreement No. 7590
3.6 PROTECTION
END OF SECTION 08 13 13
Agreement No. 7590
SECTION 08 14 16 Î FLUSH WOOD DOORS
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
Agreement No. 7590
1.7 WARRANTY
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 WOOD VENEER-FACED DOORS
Agreement No. 7590
2.3 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
Agreement No. 7590
3.3 ADJUSTING
3.4 CORRECTION AND REPAIR
3.5 CLEANING
Agreement No. 7590
3.6 PROTECTION
END OF SECTION 08 14 16
Agreement No. 7590
SECTION 08 31 16 Î ACCESS PANELS
PART 1 - GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
1.6 HANDLING
Agreement No. 7590
PART 2 - PRODUCTS
2.1 METAL ACCESS PANEL AND FRAMES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION
3.3 ADJUSTING
3.4 CORRECTION AND REPAIR
3.5 CLEANING
Agreement No. 7590
3.6 PROTECTION
END OF SECTION 08 31 16
Agreement No. 7590
SECTION 08 36 13 Î OVERHEAD SECTIONAL DOORS
1.1 SUMMARY
1.2 REFERENCES
1.3 SUBMITTALS
Agreement No. 7590
1.4 QUALITY ASSURANCE
1.5 HANDLING
Agreement No. 7590
1.6 WARRANTY
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 GLAZED OVERHEAD SECTIONAL DOORS
Agreement No. 7590
2.3 INSULATED OVERHEAD SECTIONAL DOORS
2.4 OPERATIONS AND CONTROLS
2.5 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
Agreement No. 7590
3.3 ADJUSTING
3.4 CORRECTION AND REPAIR
3.5 CLEANING
3.6 PROTECTION
3.7 CLOSEOUT ACTIVITIES
Agreement No. 7590
END OF SECTION 08 36 13
Agreement No. 7590
SECTION 08 53 13 Î VINYL WINDOWS
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
1.7 WARRANTY
Agreement No. 7590
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 VINYL WINDOWS
2.3 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION
3.3 ADJUSTING
3.4 FIELD QUALITY CONTROL
Agreement No. 7590
3.5 CORRECTION AND REPAIR
3.6 CLEANING
Agreement No. 7590
3.7 PROTECTION
END OF SECTION 08 53 13
Agreement No. 7590
SECTION 08 81 00 Î GLASS GLAZING
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
Agreement No. 7590
1.7 WARRANTY
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 MANUFACTURED GLASS
2.3 SECONDARY GLASS FABRICATORS
Agreement No. 7590
2.4 ACCESSORIES
Agreement No. 7590
Standard
Specification for Laminated Architectural Flat Glass
North
American Glazing Guidelines for Sealed Insulating Glass Units for Commercial and
Residential UseÑ
2.5 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
Agreement No. 7590
3.3 CORRECTION AND REPAIR
3.4 CLEANING
Agreement No. 7590
3.5 PROTECTION
END OF SECTION 08 81 00
Agreement No. 7590
SECTION 09 05 16 Î PREPARATION OF CONCRETE SUBSTRATES FOR FINISH
FLOORING
1.1 SUMMARY
1.2 RELATED DOCUMENTS
1.3 PRICE AND PAYMENT PROCEDURES
Agreement No. 7590
1.4 REFERENCES
Agreement No. 7590
1.5 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
Agreement No. 7590
1.6 SUBMITTALS
PART 2 - PRODUCTS
2.1 MANUFACTURERS
Agreement No. 7590
2.2 CONCRETE SUBSTRATE TESTING EQUIPMENT
2.3 CORRECTIVE (REMEDIAL) MVECS
Agreement No. 7590
2.4 ACCESSORIES
2.5 SURFACE PREPARATION
Agreement No. 7590
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 FIELD QUALITY CONTROL
Agreement No. 7590
Agreement No. 7590
3.3 CORRECTION AND REPAIR
END OF SECTION 09 05 16
Agreement No. 7590
SECTION 09 22 26 Î METAL SUSPENSION SYSTEMS
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
PART 2 - PRODUCTS
2.1 MANUFACTURERS
Agreement No. 7590
2.2 MATERIALS
2.3 COMPONENTS
Agreement No. 7590
2.4 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
3.3 CORRECTION AND REPAIR
Agreement No. 7590
3.4 CLEANING
END OF SECTION 09 22 26
Agreement No. 7590
SECTION 09 22 38 Î CEMENT PLASTER BASE
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
1.7 PROJECT CONDITIONS
Agreement No. 7590
1.8 WARRANTY
PART 2 - PRODUCTS
2.1 SUPPORTING FRAMEWORK
Agreement No. 7590
2.2 CEMENTIOUS SCRATCH AND BROWN
Agreement No. 7590
2.3 ACCESSORIES
Agreement No. 7590
2.4 MIXING
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 PREPARATION
Agreement No. 7590
3.3 INSTALLATION
Agreement No. 7590
Agreement No. 7590
3.4 CORRECTION AND REPAIR
Agreement No. 7590
3.5 CLEANING
3.6 PROTECTION
END OF SECTION 09 22 38
Agreement No. 7590
SECTION 09 28 15 Î GMF GYPSUM TILE BACKING BOARD
1.1 SUMMARY
1.2 REFERENCES
1.3 SUBMITTALS
Agreement No. 7590
1.4 QUALITY ASSURANCE
1.5 HANDLING
Handling Gypsum Board
Agreement No. 7590
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 GMF GYPSUM BACKING BOARD
Agreement No. 7590
2.3 INSTALLATION MATERIALS
2.4 JOINT TREATMENT MATERIALS
2.5 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
3.3 CORRECTION AND REPAIR
Agreement No. 7590
3.4 CLEANING
END OF SECTION 09 28 15
Agreement No. 7590
SECTION 09 29 00 Î GYPSUM BOARD
1.1 SUMMARY
1.2 REFERENCES
Agreement No. 7590
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
Handling Gypsum Board
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 PRE-ROCK GYPSUM BOARD
Agreement No. 7590
2.3 FIRE-RESISTANCE RATED GYPSUM BOARD
Agreement No. 7590
2.4 METAL TRIM
2.5 INSTALLATION MATERIALS
Agreement No. 7590
2.6 JOINT TREATMENT MATERIALS
2.7 ACCESSORIES
Agreement No. 7590
2.8 MARKING AND IDENTIFICATION
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
3.3 CORRECTION AND REPAIR
3.4 CLEANING
3.5 PROTECTION
Agreement No. 7590
3.6 GYPSUM BOARD FINISH SCHEDULE
Recommended Levels of Gypsum Board Finish
END OF SECTION 09 29 00
Agreement No. 7590
SECTION 09 30 00 Î TILING
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
Handbook for Ceramic, Glass,
and Stone Installation
1.6 HANDLING
Agreement No. 7590
1.7 PROJECT CONDITIONS
1.8 WARRANTY
PART 2 - PRODUCTS
2.1 TILE SURFACING UNITS
2.2 THRESHOLDS
Agreement No. 7590
2.3 INSTALLATION MATERIALS
Agreement No. 7590
2.4 ACCESSORIES
Agreement No. 7590
2.5 MIXING
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 PREPARATION
3.3 INSTALLATION
Agreement No. 7590
3.4 CORRECTION AND REPAIR
Agreement No. 7590
3.5 CLEANING
3.6 PROTECTION
END OF SECTION 09 30 00
Agreement No. 7590
SECTION 09 51 00 Î ACOUSTICAL TECTUM§ SHAPES AND CLOUDS CEILINGS
1.1 SUMMARY
1.2 REFERENCES
Agreement No. 7590
1.3 SYSTEM DESCRIPTION
1.4 SUBMITTALS
Agreement No. 7590
1.5 SUSTAINABLE MATERIALS
1.6 QUALITY ASSURANCE
Agreement No. 7590
1.7 DELIVERY, STORAGE & HANDLING
1.8 PROJECT/SITE CONDITIONS
1.9 WARRANTY
Agreement No. 7590
1.10 MAINTENANCE
1.11 MANUFACTURER
PART 2 - PRODUCTS
2.1 ACOUSTICAL CEILING UNITS
2.2 METAL SUSPENSION SYSTEMS
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION
3.2 PREPARATION
3.3 INSTALLATION
3.4 ADJUSTING AND CLEANING
END OF SECTION 09 51 00
Agreement No. 7590
SECTION 09 51 13 Î ACOUSTICAL PANEL CEILINGS
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
, ÐMinimum Design
Loads For Buildings and Other StructuresSeismic Construction
HandbookÑ
1.6 HANDLING
Agreement No. 7590
1.7 PROJECT CONDITIONS
1.8 WARRANTY
PART 2 - PRODUCTS
2.1 ACOUSTICAL CEILING PANELS
Agreement No. 7590
2.2 SUSPENSION SYSTEMS
2.3 INSTALLATION MATERIALS
2.4 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION
Agreement No. 7590
3.3 CORRECTION AND REPAIR
Agreement No. 7590
3.4 CLEANING
3.5 PROTECTION
END OF SECTION 09 51 13
Agreement No. 7590
SECTION 09 65 14 Î RESILIENT BASE
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
1.7 PROJECT CONDITIONS
Agreement No. 7590
PART 2 - PRODUCTS
2.1 RESILIENT WALL BASE
2.2 INSTALLATION MATERIALS
2.3 ACCESSORIES
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 PREPARATION
3.3 INSTALLATION
Agreement No. 7590
3.4 CORRECTION AND REPAIR
3.5 CLEANING
3.6 PROTECTION
END OF SECTION 09 65 14
Agreement No. 7590
SECTION 09 65 23 Î RESILIENT PLANK FLOORING
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
Agreement No. 7590
1.7 PROJECT CONDITIONS
PART 2 - PRODUCTS
2.1 RESILIENT PLANK FLOORING
2.2 SURFACE PREPARATION
2.3 INSTALLATION MATERIALS
Agreement No. 7590
2.4 ACCESSORIES
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 PREPARATION
3.3 INSTALLATION
Agreement No. 7590
3.4 CORRECTION AND REPAIR
3.5 CLEANING
Agreement No. 7590
3.6 PROTECTION
END OF SECTION 09 65 23
Agreement No. 7590
SECTION 09 81 33 Î ACOUSTICAL INSULATION, SEALANTS, AND ACCESSORIES
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
1.5 HANDLING
1.6 PROJECT CONDITIONS
PART 2 - PRODUCTS
Agreement No. 7590
2.1 CONCEALED ACOUSTICAL INSULATION
2.2 ACOUSTICAL SEALANTS
Agreement No. 7590
Agreement No. 7590
2.3 ACOUSTICAL
2.4 FIRESTOP AND ACOUSTICAL PUTTY PADS
2.5 INSTALLATION MATERIALS
Agreement No. 7590
2.6 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
Agreement No. 7590
3.3 CORRECTION AND REPAIR
Agreement No. 7590
3.4 CLEANING
3.5 PROTECTION
END OF SECTION 09 81 33
Agreement No. 7590
SECTION 09 91 00 Î PAINTING
1.1 SUMMARY
1.2 REFERENCES
Agreement No. 7590
2 5 7
Reference
Sheen Gloss Range Test Method
Description
Gloss Level 1 Matte/Flat 1 to 5 GUs 60-degree meter
(Low Sheen)
1 to 10 GUs 85-degree meter
Gloss Level 2 Velvet 6 to 10 GUs 60-degree meter
(Low Sheen)
11 to 24 GUs
85-degree meter
Gloss Level 3 Eggshell 11 to 20 GUs 60-degree meter
(Medium Sheen)
25 to 35 GUs
85-degree meter
Gloss Level 4 Satin 21 to 35 GUs 60-degree meter
(Medium Sheen)
>35 GUs
85-degree meter
Gloss Level 5 Low sheen 36 to 49 GUs 60-degree meter
(Medium Sheen)
Gloss Level 6 Semi-gloss 50 to 70 GUs 60-degree meter
(Medium Sheen)
Gloss Level 7 Gloss
71 to 85 GUs 60-degree meter
(High Sheen)
Up to 60 GUs 20-degree meter
Gloss Level 8 High-Gloss >85 GUs 60-degree meter
(High Sheen)
>60 GUs
20-degree meter
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
Agreement No. 7590
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
1.7 PROJECT CONDITIONS
Agreement No. 7590
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 PAINT
2.3 ACCESSORIES
2.4 MIXING
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 PREPARATION
3.3 INSTALLATION
Agreement No. 7590
3.4 CORRECTION AND REPAIR
3.5 CLEANING
Agreement No. 7590
3.6 SCHEDULE
END OF SECTION 09 91 00
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
EXTERIORSURFACESLOWVOC
Concrete&CMUSubstrates: As specified in Section 09 96 53 - Elastomeric Coatings
Concrete&BrickSubstrates: 100% Acrylic FLAT
st
4600 Uniprime II ESPR00 Eff-Stop 023 Fresh Start Primer
1Coat
nd
2000 Duratone EVSH10 Evershield Flat 400 Regal Select Flat
2Coat
rd
2000 Duratone EVSH10 Evershield Flat 400 Regal Select Flat
3Coat
CMUSubstrates: 100% Acrylic FLAT
st
018 Acrylic Block Filler SBPR00 Blockfill M88 Latex Block Filler
1Coat
nd
2000 Duratone EVSH10 Evershield Flat 400 Regal Select Flat
2Coat
rd
2000 Duratone EVSH10 Evershield Flat 400 Regal Select Flat
3Coat
CMUSubstrates: 100% Acrylic ELASTOMERIC
st
4600 Uniprime II ESPR00 Eff-Stop 023 Fresh Start Primer
1Coat
nd
500 Solotex W370 Endurawall 056 Moorlastic
2Coat
rd
500 Solotex W370 Endurawall 056 Moorlastic
3Coat
FinishedWoodSurfaces: 100% Acrylic FLAT
st
4200 Terminator II EZPR00 EZ Prime Premium 0046 Hi-Hide All Purpose Primer
1Coat
nd
2000 Duratone EVSH10 Evershield Flat W105 Regal Select Flat
2Coat
rd
2000 Duratone EVSH10 Evershield Flat W105 Regal Select Flat
3Coat
FinishedWoodSurfaces:100% Acrylic SEMI-GLOSS
st
4200 Terminator II EZPR00 EZ Prime Premium 0046 Hi-Hide All Purpose Primer
1Coat
EVSH50 Evershield Semi
nd
7000 Acriglo Semi-Gloss
W096Regal Soft Gloss
2 Coat
Gloss
EVSH50 Evershield Semi
rd
7000 Acriglo Semi-Gloss
W096Regal Soft Gloss
3 Coat
Gloss
FinishedWoodSurfaces:100% Acrylic GLOSS
st
4200 Terminator II EZPR00EZ Prime Premium 0046 Hi-Hide All Purpose Primer
1Coat
nd
8500 Carefree Gloss EVSH60Evershield Gloss NA
2Coat
rd
8500 Carefree Gloss EVSH60Evershield Gloss NA
3Coat
PAINT PRODUCTS SCHEDULE - 1
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
FinishedWoodSurfaces:Semi-Transparent Stain
st
Olympic Maximum ST Stain Okon WPT-3 0638 Arborcoat S/T Stain
1Coat
nd
Olympic Maximum ST Stain Okon WPT-3 0638 Arborcoat S/T Stain
2Coat
Iron,Steel,andGalvanizedSteelSurfaces:Specified in Section 09 97 13 - High Performance Steel Coatings
Iron&SteelSubstrates: 100% Acrylic GLOSS
st
9600 Protec BRPR00-1 Block Rust M04 Acrylic Metal Primer
1Coat
nd
8500 Carefree Gloss EVSH60 Evershield Gloss N/A
2Coat
rd
8500 Carefree Gloss EVSH60 Evershield Gloss N/A
3Coat
Iron&SteelSubstrates: 100% Acrylic SEMI-GLOSS
st
9600 Protec BRPR00-1 Block Rust M04 Acrylic Metal Primer
1Coat
EVSH50 Evershield Semi
nd
7000 Acriglo Semi-Gloss
402 Regal Soft Gloss
2 Coat
Gloss
EVSH50 Evershield Semi
rd
7000 Acriglo Semi-Gloss
402 Regal Soft Gloss
3 Coat
Gloss
GalvanizedSteel&AluminumSubstrates: 100% Acrylic GLOSS
Pretreatment Krud Kutter Metal Etch ME01 Etch Jasco Prep N Prime
GAPR00 Galv-Alum
st
4800 Metal Pro Primer P04 Acrylic Metal Primer
1 Coat
Premium
nd
8500 Carefree Gloss EVSH60 Evershield Gloss N/A
2Coat
rd
8500 Carefree Gloss EVSH60 Evershield Gloss N/A
3Coat
GalvanizedSteel&AluminumSubstrates: 100% Acrylic SEMI-GLOSS
Pretreatment Krud Kutter Metal Etch ME01 Etch Jasco Prep N Prime
GAPR00 Galv-Alum
4800 Metal Pro Primer
st
P04 Acrylic Metal Primer
1 Coat
Premium
EVSH50 Evershield Semi
nd
7000 Acriglo Semi-Gloss
W096 Regal Soft Gloss
2 Coat
Gloss
EVSH50 Evershield Semi
rd
7000 Acriglo Semi-Gloss
W096 Regal Soft Gloss
3 Coat
Gloss
PAINT PRODUCTS SCHEDULE - 2
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
ZincAlloySurfaces:100% Acrylic SEMI-GLOSS
Pretreatment Krud Kutter Metal Etch ME01 Etch Jasco Prep N Prime
GAPR00 Galv-Alum
4800 Metal Pro Primer
st
P04 Acrylic Metal Primer
1 Coat
Premium
EVSH50 Evershield Semi
nd
7000 Acriglo Semi-Gloss
W096 Regal Soft Gloss
2 Coat
Gloss
EVSH50 Evershield Semi
rd
7000 Acriglo Semi-Gloss
W096 Regal Soft Gloss
3 Coat
Gloss
FiberCementBoardSurfaces:100% Acrylic FLAT
st
4600 Uniprime II ESPR0
0 Eff-Stop N023 Fresh Start Primer
1Coat
nd
2000 Duratone EVSH10 Evershield Flat W105 Regal Select Flat
2Coat
rd
0 Evershield Flat W105 Regal Select Flat
2000 Duratone EVSH1
3Coat
PortlandCementPlaster(Stucco)Surfaces(DoesnotapplytoPolymerMdifiedPlasterSurfaces):Specified in Section 09 96 53 - Elastomeric Coatings
GypsumSoffitBoardSurfaces:100% Acrylic FLAT
st
4600 Uniprime II Inter-Kote Premium IKPR00 N023 Fresh Start Primer
1Coat
nd
2000 Duratone EVSH10 Evershield Flat W105 Regal Select Flat
2Coat
rd
EVSH10 Evershield Flat W105 Regal Select Flat
2000 Duratone
3Coat
INTERIORSURFACESLOWVOC
ConcreteSurfaces:100% Acrylic FLAT
st
4600 Uniprime II ESPR00 Eff-Stop N023 Fresh Start Primer
1Coat
nd
2Coat 7100 Acriglo Flat SSHL10 Spartashield Flat 547 Regal Select Flat
rd
3Coat 7100 Acriglo Flat SSHL10 Spartashield Flat 547 Regal Select Flat
ConcreteSurfaces:100% Acrylic EGGSHELL
st
4600 Uniprime II ESPR00 Eff-Stop Premium N023 Fresh Start Primer
1Coat
SSHL30 Spartashield
nd
550 Regal Select Pearl
7500 Acriglo Eggshell
2 Coat
Eggshell
SSHL30 Spartashield
rd
7500 Acriglo Eggshell 550 Regal Select Pearl
3 Coat
Eggshell
PAINT PRODUCTS SCHEDULE - 3
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
ConcreteSurfaces:100% Acrylic SEMI-GLOSS
st
4600 Uniprime II ESPR00 Eff-Stop Premium N023 Fresh Start Primer
1Coat
SSHL50 Spartashield Semi-
nd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
2 Coat
Gloss
SSHL50 Spartashield Semi-
rd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
3 Coat
Gloss
ConcreteSurfaces:100% Acrylic GLOSS
st
4600 Uniprime II ESPR00
Eff-Stop Premium N023 Fresh Start Primer
1Coat
nd
8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
2Coat
rd
Evershield Gloss 794 Advance High Gloss
8500 Carefree Gloss EVSH 60
3Coat
ConcreteSurfaces:100% Epoxy GLOSS
Rust Oleum Sierra S70/S71
st
4600 Uniprime II
1Coat
N023 Fresh Start Primer
W
Rust-Oleum Sierra S60 Gloss WB Rust-Oleum Sierra S60
nd
P43 Super Spec HP Gloss Epoxy
2Coat
Epoxy Gloss WB Epoxy
CMUSurfaces:100% Acrylic Flat
st
1Coat 018 Acrylic Block Filler SBPR00 Blockfill 160 Latex Block Filler
nd
2Coat 7100 Acriglo Flat SSHL10 Spartashield Flat 547 Regal Select Flat
rd
3Coat 7100 Acriglo Flat SSHL10 Spartashield Flat 547 Regal Select Flat
CMUSurfaces:100% Acrylic EGGSHELL
st
018 Acrylic Block Filler SBPR00 Blockfill 160 Latex Block Filler
1Coat
SSHL30 Spartashield
nd
7500 Acriglo Eggshell 550 Regal Select Pearl
2 Coat
Eggshell
SSHL30 Spartashield
rd
7500 Acriglo Eggshell 550 Regal Select Pearl
3 Coat
Eggshell
CMUSurfaces:100% Acrylic SEMI-GLOSS
st
018 Acrylic Block Filler SBPR00 Blockfill 160 Latex Block Filler
1Coat
SSHL50 Spartashield Semi-
nd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
2 Coat
Gloss
SSHL50 Spartashield Semi-
rd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
3Coat
Gloss
CMUSurfaces:100% Acrylic GLOSS
st
040 Block Kote SBPR00
Blockfill 160 Latex Block Filler
1Coat
nd
8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
2Coat
rd
Evershield Gloss 794 Advance High Gloss
3Coat 8500 Carefree Gloss EVSH 60
PAINT PRODUCTS SCHEDULE - 4
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
CMUSurfaces:100% Epoxy GLOSS
st
040 Block Kote SBPR00 Blockfill 160 Latex Block Filler
1Coat
Rust-Oleum Sierra S60 Gloss WB Rust-Oleum Sierra S60
nd
P43 Super Spec HP Gloss Epoxy
2Coat
Epoxy Gloss WB Epoxy
FerrousMetalSurfaces:100% Acrylic SEMI-GLOSS
st
9600 Protec BRPR00 Bloc-Rust P04 Acrylic Metal Primer
1Coat
SSHL50 Spartashield Semi-
nd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
2 Coat
Gloss
SSHL50 Spartashield Semi-
rd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
3 Coat
Gloss
FerrousMetalSurfaces:100% Acrylic GLOSS
st
9600 Protec UGPR00
1Coat Ultra-Grip P04 Acrylic Metal Primer
nd
8500 Carefree Gloss EVSH 60
2Coat Evershield Gloss 794 Advance High Gloss
rd
3Coat 8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
AluminumSurfaces:100% Acrylic SEMI-GLOSS
st
9600 Protec BRPR00 Bloc-Rust P04 Acrylic Metal Primer
1Coat
SSHL50 Spartashield Semi-
nd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
2 Coat
Gloss
SSHL50 Spartashield Semi-
rd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
3 Coat
Gloss
AluminumSurfaces:100% Acrylic GLOSS
st
9600 Protec UGPR00
Ultra-Grip P04 Acrylic Metal Primer
1Coat
nd
8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
2Coat
rd
8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
3Coat
StainlessSteel,Copper,andBrassSurfaces:100% Acrylic SEMI-GLOSS
st
9600 Protec BRPR00 Bloc-Rust P04 Acrylic Metal Primer
1Coat
SSHL50 Spartashield Semi-
nd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
2 Coat
Gloss
SSHL50 Spartashield Semi-
rd
7000 Acriglo Semi-Gloss
551 Regal Select Semi Gloss
3 Coat
Gloss
StainlessSteel,Copper,andBrassSurfaces:100% Acrylic GLOSS
st
9600 Protec UGPR00
Ultra-Grip P04 Acrylic Metal Primer
1Coat
nd
8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
2
Coat
rd
3Coat 8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
PAINT PRODUCTS SCHEDULE - 5
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
RoughSawnWoodSurfaces:Semi-Transparent Stain
st
1Coat Olympic S/T Stain Okon WPT-3 0638 Arborcoat S/T Stain
nd
2Coat Olympic S/T Stain Okon WPT-3 0638 Arborcoat S/T Stain
FinishedWoodSurfaces:Semi-Transparent Stain
st
VWS0250 Series ST Stain Old Masters Wood Stain Moore's S/T WB Stain
1Coat
FinishedWoodSurfaces:Clear Lacquer Finish
st
1Coat NRS 1620 Sanding Sealer LQX 101-0 Sanding Sealer NRS 1620 Sanding Sealer
nd
2Coat NRF 1626 Satin Lacquer LQX 104-0 Satin Lacquer NRF 1626 Satin Lacquer
rd
3Coat NRF 1626 Satin Lacquer LQX 103-0 Satin Lacquer NRF 1626 Satin Lacquer
FinishedWoodSurfaces:Water White Finish (for light-colored stains)
st
NAF 1420 Satin Sealer LQX 131-0 Sanding Sealer NAF 1420 Satin Sealer
1Coat
nd
NAF 1422 Satin Lacquer LQX 132-0 Satin Lacquer NAF 1426 Satin Lacquer
2Coat
rd
NAF 1422 Satin Lacquer LQX 132-0 Satin Lacquer NAF 1426 Satin Lacquer
3Coat
FinishedWoodSurfaces:Clear Varnish Finish FLAT
st
Zenith PKF7501 Flat Zenith PKF7501 Flat Zenith PKF7501 Flat
1Coat
nd
Zenith PKF7501 Flat Zenith PKF7501 Flat Zenith PKF7501 Flat
2Coat
rd
Zenith PKF7501 Flat Zenith PKF7501 Flat Zenith PKF7501 Flat
3Coat
FinishedWoodSurfaces:Clear Varnish Finish SEMI-GLOSS
st
Zenith PKF7501 Flat Zenith PKF7502 Satin Zenith PKF7502 Satin
1Coat
nd
Zenith PKF7501 Flat Zenith PKF7502 Satin Zenith PKF7502 Satin
2Coat
rd
Zenith PKF7501 Flat Zenith PKF7502 Satin Zenith PKF7502 Satin
3Coat
FinishedWoodSurfaces:Clear Varnish Finish GLOSS
st
Zenith PKC7509 Gloss Zenith PKC7509 Gloss Zenith PKC7509 Gloss
1Coat
nd
Zenith PKC7509 Gloss Zenith PKC7509 Gloss Zenith PKC7509 Gloss
2Coat
rd
Zenith PKC7509 Gloss Zenith PKC7509 Gloss Zenith PKC7509 Gloss
3Coat
FinishedWoodSurfaces:100% Acrylic LOW SHEEN
st
4200 Terminator II UGPR00 Ultra-Grip 0046 Hi-Hide All Purpose Primer
1Coat
nd
1750 Acriglo Low Sheen SPMA20 Suprema VS 549 Regal Select Eggshell
2Coat
rd
3Coat 1750 Acriglo Low Sheen SPMA20 Suprema VS 549 Regal Select Eggshell
PAINT PRODUCTS SCHEDULE - 6
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
FinishedWoodSurfaces:100% Acrylic SEMI-GLOSS
st
4200 Terminator II UGPR00 Ultra-Grip 0046 Hi-Hide All Purpose Primer
1Coat
SPMA50 Suprema Semi
7000 Acriglo Semi-Gloss
nd
551 Regal Select Semi Gloss
2 Coat
Gloss
SPMA50 Suprema Semi
7000 Acriglo Semi-Gloss
rd
551 Regal Select Semi Gloss
3 Coat
Gloss
FinishedWoodSurfaces:100% Acrylic Dryfall FLAT
st
DF 12 Dryfall Flat W 6079 Aquafall Flat M53 Dryfall Flat
1Coat
nd
DF 12 Dryfall Flat W 6079 Aquafall Flat M53 Dryfall Flat
2Coat
ParticleBoard,MDF,andHardboardSurfaces:100% Acrylic FLAT
st
4000 Uniprime II UGPR00 Ultra-Grip N023 Fresh Start Primer
1Coat
nd
2Coat 7100 Acriglo Flat SPMA10 Suprema Flat 547 Regal Select Flat
rd
3Coat 7100 Acriglo Flat SPMA10 Suprema Flat 547 Regal Select Flat
ParticleBoard,MDF,andHardboardSurfaces:100% Acrylic SEMI-GLOSS
st
4000 Uniprime II UGPR00 Ultra-Grip N023 Fresh Start Primer
1Coat
SPMA50 Suprema Semi
7000 Acriglo Semi-Gloss
nd
551 Regal Select Semi Gloss
2 Coat
Gloss
SPMA50 Suprema Semi
7000 Acriglo Semi-Gloss
rd
551 Regal Select Semi Gloss
3 Coat
Gloss
ParticleBoard,MDF,andHardboardSurfaces:100% Acrylic GLOSS
st
4000 Uniprime II UGPR00
Ultra-Grip N023 Fresh Start Primer
1Coat
nd
8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
2Coat
rd
8500 Carefree Gloss EVSH 60 Evershield Gloss 794 Advance High Gloss
3Coat
PortlandCementPlasterSurfaces:100% Acrylic FLAT
st
1Coat 4600 Uniprime II ESPR00 Eff-Stop Premium N023 Fresh Start Primer
nd
2Coat 7100 Acriglo Flat SPMA10 Suprema Flat 547 Regal Select Flat
rd
Suprema Flat 547 Regal Select Flat
3Coat 7100 Acriglo Flat SPMA10
PortlandCementPlasterSurfaces:100% Acrylic EGGSHELL
st
4600 Uniprime II ESPR00
Eff-Stop Premium N023 Fresh Start Primer
1Coat
nd
7500 Acriglo Eggshell SPMA30
Suprema LS 550 Regal Select Pearl
2Coat
rd
Suprema LS 550 Regal Select Pearl
3Coat 7500 Acriglo Eggshell SPMA30
PAINT PRODUCTS SCHEDULE - 7
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
PortlandCementPlasterSurfaces:100% Acrylic SEMI-GLOSS
st
4600 Uniprime II ESPR00 Eff-Stop Premium N023 Fresh Start Primer
1Coat
SPMA50 Suprema Semi
7000 Acriglo Semi-Gloss
nd
551 Regal Select Semi Gloss
2 Coat
Gloss
SPMA50 Suprema Semi
7000 Acriglo Semi-Gloss
rd
551 Regal Select Semi Gloss
3 Coat
Gloss
PortlandCementPlasterSurfaces:100% Acrylic GLOSS
st
4600 Uniprime II ESPR00
Eff-Stop Premium N023 Fresh Start Primer
1Coat
nd
8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
2Coat
rd
8500 Carefree Gloss EVSH 60Evershield Gloss 794 Advance High Gloss
3Coat
PortlandCementPlasterSurfaces:100% Epoxy GLOSS
st
4600 Uniprime II Rust-Oleum S70/S71 WB N023 Fresh Start Primer
1Coat
Rust-Oleum Sierra S60 Gloss WB Rust-Oleum Sierra S60
nd
P43 Super Spec HP Gloss Epoxy
2Coat
Epoxy Gloss WB Epoxy
GypsumBoardSurfaces:100% Acrylic FLAT
st VNPR00 Vinylastic
N/A
N
1 Coat
Premium
nd
7100 Acriglo Flat SPMA10 Suprema Flat 547 Regal Select Flat
2Coat
rd
7100 Acriglo Flat SPMA10 Suprema Flat 547 Regal Select Flat
3Coat
GypsumBoardSurfaces:100% Acrylic LOW SHEEN
VNPR00 Vinylastic
st
N023 Fresh Start Primer
5001 Vpro Primer
1 Coat
Premium
nd
5200 Vpro Low Sheen SPMA20 Suprema VS 549 Regal Select Eggshell
2Coat
rd
5200 Vpro Low Sheen SPMA20 Suprema VS 549 Regal Select Eggshell
3Coat
GypsumBoardSurfaces:100% Acrylic EGGSHELL
VNPR00 Vinylastic
st
5001 Vpro Primer
N023 Fresh Start Primer
1 Coat
Premium
nd
5300 Vpro Eggshell SPMA30 Suprema LS 550 Regal Select Pearl
2Coat
rd
5300 Vpro Eggshell SPMA30 Suprema LS 550 Regal Select Pearl
3Coat
PAINT PRODUCTS SCHEDULE - 8
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
GypsumBoardSurfaces:100% Acrylic SEMI-GLOSS
VNPR00 Vinylastic
st
5001 Vpro Primer
N023 Fresh Start Primer
1Coat
Premium
SPMA50 Suprema Semi
nd
5400 Vpro Semi-Gloss
551 Regal Select Semi Gloss
2 Coat
Gloss
SPMA50 Suprema Semi
rd
5400 Vpro Semi-Gloss
551 Regal Select Semi Gloss
3 Coat
Gloss
GypsumBoardSurfaces:100% Acrylic GLOSS
VNPR00 Vinylastic
st
5001 Vpro Primer
N023 Fresh Start Primer
1 Coat
Premium
nd
8500 Carefree Gloss EVSH 60 Evershield Gloss 794 Advance High Gloss
2Coat
rd
8501 Carefree Gloss EVSH 60 Evershield Gloss 794 Advance High Gloss
3Coat
GypsumBoardSurfaces:100% Epoxy GLOSS
Rust-Oleum Sierra S70/S71
st
5001 Vpro Primer N/A
1 Coat
WB Epoxy Acrylic Primer
Rust-Oleum Sierra S60 Gloss WB Rust-Oleum Sierra S60
nd
2Coat
N/A
Epoxy Gloss WB Epoxy
AcousticalTileSurfaces:100% Acrylic FLAT
st
013 Acoustic Kote W 615 Acoustikote 258 Moore's Ceiling White
1Coat
nd
013 Acoustic Kote W 615 Acoustikote 258 Moore's Ceiling White
2Coat
INTERIORSURFACESZEROVOC
ConcreteSurfaces:Acrylic FLAT
VNSL00 Vinylastic Select
st
511 Natura Primer
5001 Vpro Primer
1 Coat
Primer
nd
5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
2Coat
rd
5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
3Coat
ConcreteSurfaces:100% Acrylic EGGSHELL
VNSL00 Vinylastic Select
st
5001 Vpro Primer
511 Natura Primer
1 Coat
Primer
nd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
2Coat
rd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
3Coat
PAINT PRODUCTS SCHEDULE - 9
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
ConcreteSurfaces:100% Acrylic SEMI-GLOSS
VNSL00 Vinylastic Select
st
511 Natura Primer
5001 Vpro Primer
1 Coat
Primer
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
3Coat
CMUSurfaces:Acrylic FLAT
st
1Coat 040 Block Kote SBPR00 Blockfill 160 Latex Block Filler
nd
2Coat 5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
rd
5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
3Coat
CMUSurfaces:100% Acrylic EGGSHELL
st
040 Block Kote SBPR00 Blockfill 160 Latex Block Filler
1Coat
nd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
2Coat
rd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
3Coat
CMUSurfaces:100% Acrylic SEMI-GLOSS
st
040 Block Kote SBPR00 Blockfill 160 Latex Block Filler
1Coat
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
3Coat
Iron&SteelSurfaces:100% Acrylic SEMI-GLOSS
st
9600 Protec UGPR00 Ultra-Grip P04 Acrylic Metal Primer
1Coat
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
3Coat
AluminumSurfaces:100% Acrylic SEMI-GLOSS
st
4800 Metal Pro Primer UGPR00 Ultra-Grip P04 Acrylic Metal Primer
1Coat
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
3Coat 5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
PAINT PRODUCTS SCHEDULE - 10
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
StainlessSteel,Copper,andBrassSurfaces:100% Acrylic SEMI-GLOSS
st
4800 Metal Pro Primer UGPR00 Ultra-Grip P04 Acrylic Metal Primer
1Coat
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
3Coat
FinishedWoodSurfaces:100% Acrylic EGGSHELL
st
5001 Vpro Primer UGPR00 Ultra-Grip 511 Natura Primer
1Coat
nd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
2Coat
rd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
3Coat
FinishedWoodSurfaces:100% Acrylic SEMI-GLOSS
st
5001 Vpro Primer UGPR00 Ultra-Grip 511 Natura Primer
1Coat
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
3Coat
ParticleBoard,MDF,andHardboardSurfaces:Acrylic FLAT
st
5001 Vpro Primer UGPR00 Ultra-Grip 511 Natura Primer
1Coat
nd
5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
2Coat
rd
3Coat 5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
ParticleBoard,MDF,andHardboardSurfaces:100% Acrylic SEMI-GLOSS
st
5001 Vpro Primer UGPR00 Ultra-Grip 511 Natura Primer
1Coat
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
3Coat 5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
PAINT PRODUCTS SCHEDULE - 11
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
PortlandCementPlasterSurfaces:Acrylic FLAT
st
VNSL00 Vinylastic Select
5001 Vpro Primer 511 Natura Primer
1Coat
Primer
nd
5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
2Coat
rd
5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
3Coat
PortlandCementPlasterSurfaces:100% Acrylic EGGSHELL
VNSL00 Vinylastic Select
st
5001 Vpro Primer
511 Natura Primer
1 Coat
Primer
nd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
Coat
2
rd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
3Coat
PortlandCementPlasterSurfaces:100% Acrylic SEMI-GLOSS
VNSL00 Vinylastic Select
st
5001 Vpro Primer
511 Natura Primer
1 Coat
Primer
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
3Coat
GypsumBoardSurfaces:Acrylic FLAT
VNSL00 Vinylastic Select
st
511 Natura Primer
Not Required
1 Coat
Primer
nd
5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
2Coat
rd
5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
3Coat
GypsumBoardSurfaces:100% Acrylic EGGSHELL
VNSL00 Vinylastic Select
st
5001 Vpro Primer
511 Natura Primer
1 Coat
Primer
nd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
2Coat
rd
5300 Vpro Eggshell EVER 30 Everest Eggshell 513 Natura Eggshell
3Coat
PAINT PRODUCTS SCHEDULE - 12
Agreement No. 7590
SUBSTRATENO.OFCOATSVISTAPAINTDUNNEDWARDSBENJAMINMOORE
GypsumBoardSurfaces:100% Acrylic SEMI-GLOSS
VNSL00 Vinylastic Select
st
5001 Vpro Primer
511 Natura Primer
1Coat
Primer
nd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
2Coat
rd
5400 Vpro Semi-Gloss EVER 50 Everest Semi Gloss 514 Natura Semi Gloss
3Coat
AcousticalTileSurfaces:Acrylic FLAT
st
1Coat 5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
nd
2Coat 5100 Vpro Flat EVER 10 Everest Flat 512 Natura Flat
PAINT PRODUCTS SCHEDULE - 13
Agreement No. 7590
SECTION 09 97 13 Î HIGH-PERFORMANCE STEEL COATINGS
1.1 SUMMARY
1.2 RELATED DOCUMENTS
1.3 REFERENCES
1.4 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.5 SUBMITTALS
1.6 QUALITY ASSURANCE
Agreement No. 7590
1.7 HANDLING
1.8 PROJECT CONDITIONS
Agreement No. 7590
PART 2 - PRODUCTS
2.1 MANUFACTURERS
2.2 HIGH PERFORMANCE COATING
Agreement No. 7590
Agreement No. 7590
2.3 SURFACE PREPARATION
2.4 ACCESSORIES
2.5 MIXING
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 PREPARATION
3.3 INSTALLATION
Agreement No. 7590
3.4 CORRECTION AND REPAIR
3.5 CLEANING
3.6 PROTECTION
Agreement No. 7590
END OF SECTION 09 97 13
Agreement No. 7590
SECTION 09 97 13 Î PENETRATING CONCRETE FLOOR SEALER
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
Agreement No. 7590
1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
1.6 HANDLING
Agreement No. 7590
1.7 PROJECT CONDITIONS
Agreement No. 7590
PART 2 - PRODUCTS
2.1 PENETRATING CONCRETE FLOOR SEALER
2.2 ACCESSORIES
2.3 MIXING
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 PREPARATION
3.3 INSTALLATION
Agreement No. 7590
3.4 CORRECTION AND REPAIR
3.5 CLEANING
3.6 PROTECTION
Agreement No. 7590
END OF SECTION 09 97 23
Agreement No. 7590
SECTION 10 14 13 Î REGULATORY SIGNAGE
1.1 SUMMARY
1.2 REFERENCES
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
Agreement No. 7590
Agreement No. 7590
1.5 HANDLING
PART 2 - PRODUCTS
2.1 PHOTOPOLYMER PANEL SIGNS
Agreement No. 7590
2.2 INSTALLATION MATERIALS
2.3 ACCESSORIES
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION
3.3 CORRECTION AND REPAIR
3.4 CLEANING
Agreement No. 7590
3.5 PROTECTION
END OF SECTION 10 14 13
Agreement No. 7590
SECTION 10 14 19 Î DIMENSIONAL LETTER SIGNAGE
1.1 SUMMARY
1.2 REFERENCES
1.3 SUBMITTALS
1.4 HANDLING
Agreement No. 7590
PART 2 - PRODUCTS
2.1 DIMENSIONAL CHARACTERS
2.2 MATERIALS
2.3 FINISHES
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION
3.3 CORRECTION AND REPAIR
3.4 CLEANING
Agreement No. 7590
3.5 PROTECTION
END OF SECTION 10 14 19
Agreement No. 7590
SECTION 10 21 13 Î TOILET COMPARTMENTS
1.1 SUMMARY
1.2 REFERENCES
1.3 SUBMITTALS
Agreement No. 7590
1.4 QUALITY ASSURANCE
1.5 HANDLING
Agreement No. 7590
PART 2 - PRODUCTS
2.1 PLASTIC LAMINATE FACED TOILET COMPARTMENTS
2.2 HARDWARE
2.3 ACCESSORIES
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
Agreement No. 7590
3.3 ADJUSTING
3.4 CORRECTION AND REPAIR
3.5 CLEANING
Agreement No. 7590
3.6 PROTECTION
END OF SECTION 10 21 13
Agreement No. 7590
SECTION 10 28 13 Î COMMERCIAL TOILET ACCESSORIES
1.1 SUMMARY
1.2 SECTION REQUIREMENTS
PART 2 - PRODUCTS
2.1 COMMERCIAL TOILET ACCESSORIES
Agreement No. 7590
2.2 ACCESSORIES
PART 3 - EXECUTION
3.1 INSTALLATION REQUIREMENTS
Agreement No. 7590
END OF SECTION 10 28 13
Agreement No. 7590
SECTION 10 44 00 Î FIRE PROTECTION SPECIALTIES
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
1.6 HANDLING
Agreement No. 7590
PART 2 - PRODUCTS
2.1 MANUFACTURES
2.2 FIRE ACCESSORIES
2.3 FIRE EXTINGUISHER CABINETS
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
Agreement No. 7590
3.2 INSTALLATION
3.3 ADJUSTING
3.4 CORRECTION AND REPAIR
Agreement No. 7590
3.5 CLEANING
3.6 PROTECTION
END OF SECTION 10 44 00
Agreement No. 7590
SECTION 12 36 64 Î QUARTZ AGGLOMERATE COUNTERTOPS
1.1 SUMMARY
1.2 REFERENCES
1.3 ADMINISTRATIVE REQUIREMENTS
1.4 SUBMITTALS
Agreement No. 7590
1.5 QUALITY ASSURANCE
Agreement No. 7590
1.6 HANDLING
1.7 WARRANTY
PART 2 - PRODUCTS
2.1 MANUFACTURES
Agreement No. 7590
2.2 QUARTZ AGGLOMERATE COUNTERTOPS
2.3 ACCESSORIES
2.4 FABRICATION
Agreement No. 7590
PART 3 - EXECUTION
3.1 EXAMINATION:
3.2 INSTALLATION
Agreement No. 7590
3.3 CORRECTION AND REPAIR
3.4 CLEANING
3.5 PROTECTION
Agreement No. 7590
END OF SECTION 12 36 64
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
±
Agreement No. 7590
Agreement No. 7590
±
±
±
±
±
±
±
Agreement No. 7590
Agreement No. 7590
±
±
±
Agreement No. 7590
±
±
±
±
±
±
±
±
±
±
Agreement No. 7590
±
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Ó
Ó
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
EXHIBIT B
Teen Center, Plaza, and Skatepark Plans
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
OPUF;!NVSBM!UP!JODMVEF!QSFQ!BOE!QSJNFS/
Agreement No. 7590
OPUF;!NVSBM!UP!JODMVEF!QSFQ!BOE!QSJNFS/
Agreement No. 7590
OPUF;!NVSBM!UP!JODMVEF!QSFQ!BOE!QSJNFS/
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
ROLL-IN (NOPING)
LA HIGH WALL (BRICK STAMPED)
FYJTUJOH
EURO GAP
XBMM
RAKED PANNED GRIND LEDGE
QUARTERPIPE
SINGLE KINKED SQUARE GRIND RAIL
BANKED EXTENSION
RADIUS WEDGE
CITY OF
RADIUS WEDGE
RAKED GRIND LEDGE
EL SEGUNDO
ROLL-IN
350 Main St, El
Segundo, CA 90245
QUARTERPIPE WITH POOL COPING
SPHERE BOLLARD
EL SEGUNDO
EURO GAP
RECREATION PARK
PHASE 1 IMPROVEMENT
GRIND LEDGE
PROJECT
MANHOLE COVER FEATURE TEEN CENTER
AND TEEN
SLAPPY MANUAL PAD
PLAZA
RADIUS WEDGE
405 E Grand Ave,
El Segundo, CA 90245
Issue dates
BANKED TURN
PRECAST
SMOKE STACK
QUARETERPIPE
GRIND LEDGE
QUARTERPIPE
PANNED LAUNCH RAMP
ROLL-IN
Sheet title:
3D PERSPECTIVE
SLAPPY GRIND LEDGE
QUARTERPIPE EXTENSION
QUARTERPIPE
XBMM!CZ
WITH
QUARTERPIPE
PUIFST
POOL COPING
XBMM!CZ
PUIFST
SK1.0
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
CITY OF
EL SEGUNDO
350 Main St, El
Segundo, CA 90245
EL SEGUNDO
RECREATION PARK
PHASE 1 IMPROVEMENT
PROJECT
TEEN CENTER
AND TEEN
PLAZA
405 E Grand Ave,
El Segundo, CA 90245
Issue dates
Sheet title:
3D PERSPECTIVE
SK1.1
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
AREA
LIMIT OF WORK
7,125 SF
K
R
O
W
F
O
T
I
M
I
L
CITY OF
EL SEGUNDO
K
350 Main St, El
R
Segundo, CA 90245
O
W
F
O
T
I
EL SEGUNDO
M
RECREATION PARK
I
L PHASE 1 IMPROVEMENT
PROJECT
TEEN CENTER
AND TEEN
PLAZA
405 E Grand Ave,
El Segundo, CA 90245
LIMIT O
F WORK
K
R
Issue dates
O
W
F
O
T
I
M
I
L
K
R
O
W
F
O
T
I
M
Sheet title:
I
L
SITE PLAN
LIMIT OF WORK
1
1
5
0'4'8'
SK2.0
Scale: 1" = 4'-0"
NORTH
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
INFORMATION SCHEDULE
JOINTING SCHEDULE
CODEDESCRIPTIONDETAILCODEDESCRIPTIONDETAIL
EXPANSION JOINT
5" THICK CONCRETE FLATWORK
SP-01 1/SK9.0 H-01 5/SK9.0
EJEJEJ
QUARTERPIPE11/SK9.0
SP-02 COLD JOINT OR KEY JOINT
H-02
7/SK9.0
CJ-KJCJ-KJ
14/SK9.0
ROLL-IN (NOPING)
SP-03
SAWCUT JOINT
H-03 6/SK9.0
QUARTERPIPE WITH POOL COPING12/SK9.0
SP-04
TURNDOWN EDGE AT FINISH SURFACE
3/SK9.0
H-04
RADIUS WEDGE13/SK9.0
SP-05
J
E
SC OR CJ - FIELD DETERMINED
J
J H-05
E RADIUS WEDGE EXTENSION6,7/SK9.0
SP-06
E 3/SK9.2
SC-CJSC-CJ
J
E
J
E
BANKED EXTENSION - WATER TOWER
4/SK9.2
SP-07
J
E
J
J
E
E
BANKED TURN7/SK9.1
J SP-08
E
J
E
PRECAST SMOKE STACK QUARTERPIPE
J
E
2/SK9.2
J SP-09
BY APPROVED SKATEPARK MFG OR APPROVED EQUAL JOINTING NOTES:
E
J
E
J
E
RAKED PANNED GRIND LEDGE
SP-10 10/SK9.1
J
E
J
J
K
-
J E
C
J
E
EURO GAP2/SK9.1
SP-11
CITY OF
J
E SP-09
1/SK9.1
SINGLE KINKED SQUARE GRIND RAIL
SP-12
J
J
EJ
E
EL SEGUNDO
E
J
J
E
K
RAKED GRIND LEDGE6/SK9.1
SP-13
-
350 Main St, El
J
J
EJ
C
C
E
J
Segundo, CA 90245
J
-
K E 5/SK9.1
SPHERE BOLLARD
SP-14
J
J
C
E
J
-
K
J
J
GRIND LEDGE3/SK9.1
SP-15
J K
-
E
JC
J
J
C
E
J-
SP-02
K
SP-09
K
J
-
STEEL SLAPPY GRIND LEDGE11/SK9.1
J SP-16
J
J
E C
E
J
E
J
SLAPPY MANUAL PAD4/SK9.1
SP-17
E
SP-08
J
K
-
J EL SEGUNDO
C
12/SK9.1
PANNED LAUNCH RAMP
SP-18
J
CK
RECREATION PARK
-
J
J
J
J-
K
E
C
E
J
PHASE 1 IMPROVEMENT
GENERAL NOTES:
SP-19 STEEL MANHOLE COVER1/SK9.2
PROJECT
SP-02
2/TFF!TIFFU!TL5/1!GPS!DPMPS!QMBO/
J
J
14/SK9.0
E SP-20 ROLL-IN
J
E
K SP-20
-
J
CJ-KJC 3/UIF!TMBC!DPOGJHVSBUJPO-!OPUFT-!MPDBUJPO!PG!FYQBOTJPO!KPJOUT-!DPME!KPJOUT-!TEEN CENTER
TBX!DVUT-!EFUBJM!SFGFSFODFT-!BOE!BQQMJDBCMF!EFUBJMT!IBWF!CFFO!JODMVEFE!
J
K
-
J
C
SP-21 LA HIGH WALL GPS!DMBSJUZ/!KPJOUT!BOE!EFUBJMT!TIPXO!BSF!GPS!UIF!TLBUFQBSL!POMZ/!SFGFS!
8/SK9.1
AND TEEN
JJ
UP!UIF!MBOETDBQF!QMBOT!GPS!TDPQFT!CFZPOE!UIF!TLBUFQBSL/
EE
J
K
-
J
C
4/TVHHFTUFE!PSEFS!PG!DPOTUSVDUJPO!GPS!DPODSFUF!FMFNFOUT!XJUIJO!UIF!PLAZA
TLBUFQBSL!GPPUQSJOU;
SP-01
JJ
405 E Grand Ave,
J
K!!!!!B/!TVCTVSGBDF!ESBJOBHF
E-E
J
C
!!!!!C/!TVCHSBEF!QSFQ!.!HSBEF-!NPJTUVSF!DPOEJUJPO-!BOE!DPNQBDU!TLBUFQBSL!
El Segundo, CA 90245
C
JJ
K!!!!!!!!!GPPUQSJOU!UP!,0.!/2(!PG!TQFDJGJFE!TVCHSBEF!FMFWBUJPOT/
-
J
-
C
SP-02
K
!!!!!D/!GJOF!HSBEJOH
J
JJ
E J E
K
-!!!!!E/!MFEHFT!BOE!NBOVBM!QBET
J
C
!!!!!F/!CBOLT!BOE!USBOTJUJPOT
EJ
!!!!!G/!HSJOE!SBJM!GPPUJOH!JOTUBMMBUJPO
SP-01
SP-15
!!!!!H/!GMPPS!TMBC0GMBUXPSL
JJ
EE
SP-02
EJ 5/BMM!FYQPTFE!DPODSFUF!BOE!TIPUDSFUF!TVSGBDFT!UP!CF!OBUVSBM!HSBZ!JO!
DPMPS!XJUI!IBSE!TUFFM!USPXFM!GJOJTI!VOMFTT!PUIFSXJTF!TQFDJGJFE/
JJ
EE
SP-01
EJ
JJ
EE
EJ
SP-14
JJ
J
K SP-04
-
J E
E
CC
J SP-04
-K
J
CJ-KJ
J
K
-J EJEJEJEJEJEJEJEJEJEJ
-K
JJ
E
C
C J
Issue dates
SP-15
J
J
E K
-
J
C
EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ
J
K
-
JCJ-KJCJ-KJ
C
SP-20
J
J
EJ
E J
-K
KJ
C
-
J
C SP-05
J
EJ
E
EJEJ
EJ
J
EJ
CJ-KJ
K
-
CJ-KJ
JCJ-KJ
JJJJJJ
EJ
CJ-KJC EEEEEE SP-18
SP-10
SP-18
J
CJ-KJCJ-KJ
E
EJ
EJ
JEJEJ
E
J
SP-11
SP-06
SP-02
E
CJ-KJ
J
E
CJ-KJ
CJ-KJ
CJ-KJ
J SP-16
EJEJEJ
E
EJEJEJEJ
SP-01
SP-01
JEJEJEJEJ
EJEJ
E
J
EJ
SP-07
E
CJ-KJ
JJ
SP-12
EE
SP-02
CJ-KJ
CJ-KJ
CJ-KJ
J
EJ
E
J
EE
JJ
E
Sheet title:
SP-02
J
EJ
E
CJ-KJ
INFORMATION
J
E
CJ-KJ
CJ-KJ
PLAN
J
E
SP-06 CJ-KJ EJ
SP-05
J
SP-19
E
SP-05
CJ-KJ
EJ SP-17
J
E
J EJ
K
EJ-
CJ-KJ
J
C
C
J
-K
J
SP-02
CJ-KJ SP-17
CJ-KJ
EJEJEJ
C
J
J
J-
K
J
E
E
SP-05
SP-03
CJ-KJCJ-KJ
EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ CJ-KJ
C
J
J
E
-
SP-21SP-02
K
J
J
SP-15
E
CJ-KJ
SP-13
J
EJEJEJEJEJEJEJEJEJEJEJEJEJEJ
EJEJEJE
CJ-KJCJ-KJCJ-KJCJ-KJCJ-KJ
EJEJEJEJ
EJEJEJEJ
EJEJEJE
JEJEJEJ
EJEJEJEJ
0'4'8'
SK3.0
1
1
Scale: 1" = 4'-0"
5
NORTH
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
COLOR SCHEDULE
HATCHCODE
QTYDETAIL
CAST-IN-PLACE CONCRETE TO BE NATURAL GRAY
C-01
4,730 SF
COLORED CAST-IN-PLACE CONCRETE TO BE "SOMBRA"
2,807 SF
C-02
BY INCRETE COLOR SYSTEMS OR APPROVED EQUAL
BRICK-STAMPED COLORED CAST-IN-PLACE CONCRETE TO BE
C-03
87 SF
"SOMBRA" BY INCRETE COLOR SYSTEMS OR APPROVED EQUAL
STANDARD PAINT TO BE "WATER TOWER BLUE"
C-04 3/SK9.3
127 SF
ADD ALTERNATE COLORED CAST-IN-PLACE CONCRETE TO BE "PHILLY BLUE" BY
127 SF4/SK9.3
C-04C
INCRETE COLOR SYSTEMS OR APPROVED EQUAL
STANDARD PAINT TO BE "SMOKESTACK RED"
C-05 34 SF1/SK9.3
STANDARD PAINT TO BE "WHITE"
C-06 17 SF
1/SK9.3
C-07
STANDARD PAINT TO BE "BLACK"13 SF
2/SK9.3
COLORNOTES:
C-01
1
CITY OF
C-05
C-06
EL SEGUNDO
350 Main St, El
C-02 Segundo, CA 90245
C-07
C-02
C-05
C-01
EL SEGUNDO
C-06
C-01
RECREATION PARK
PHASE 1 IMPROVEMENT
C-02
PROJECT
TEEN CENTER
AND TEEN
C-02
PLAZA
C-01
405 E Grand Ave,
El Segundo, CA 90245
C-01
C-01
C-02
SMOKE STACKSWATER TOWER LETTERING
C-01
12
PAINT APPLICATIONPAINT APPLICATION
C-02
C-01
Issue dates
C-01
C-02
C-02
C-02C-02
2
C-01
C-01C-01
C-04
C-02
C-04C
Sheet title:
C-02
COLOR PLAN
C-02
C-01
C-02
C-01
C-01
C-03
C-01
0'4'8'
SK4.0
Scale: 1" = 4'-0"
NORTH
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
0
1
1
CONSTRUCTION NOTES:
1
"
9
'-2
8
3
7
6
°
7
°
1
"
3 4
-
'
4
1
"
1
-
'CITY OF
3
1
"
0
1
-
'
7
EL SEGUNDO
1"
"
0
"
0 2
--
''350 Main St, El
44
1
-
5
3'7
"
8
'
-
8 4
-7
'
3 Segundo, CA 90245
2
4
5"
1
'"
-
R11'-8"
4
0
34
"
0"
-
'
4R5'-11"
R4'-2"
1
1
7
'5
-
'1 1 36'-1
-0'
-
6
"8
2
1
3
4
4
"
"
"
1"
R2'-6"
9
-
'41
4
61-
R3'-10"
'
2
1
'5
-
"
0
1-
'
5
R7'-7"1"
4
'-
3 8
4
"
"
8
"
-2
''-
3
3
1
1
7'-8"
1 4
EL SEGUNDO
R4'-0"
RECREATION PARK
"
14
2
-PHASE 1 IMPROVEMENT
'
6
PROJECT
"
7
9
'
--
'
2
8
1
2
"
TEEN CENTER
R5'-5"
1
"
4'-8"
2
-4
'
1
3
'
-
AND TEEN
8
1
"R2'-4"4
"
8
-
'
0R1'-6"
PLAZA
3
R4"
"
3 4
'-
2
3
"
"
405 E Grand Ave,
16
1 4
--
'
1'
4
2'-0"
El Segundo, CA 90245
R4'-0"
6
'
-
R4"
0
"
R4'-0"
"
1
4
5
-
'
4
R1'-6"
1
L=4'-1"
2
"
9
'-
3
6
"
1"
4
-1
'
1
1
2
R1'-0"
3
3
L=2'-10"
R5'-5"'4 13'-7"
"
-
1 1
12
14'-2
1
"
15'-0"
"
73
0'-2
4
1
'
-
1
1
-1
'
1
4
"
1
R6'-2"
2
3
8
'
2'-0"-
9
"
3
R
"
1
1 41
3"-
'
1
L=4'-1"
4
6 2
-
6'-8"'
1
6'-1"
1
24'-9"
4
4
"3'
3-
9Issue dates
14 7'-0"1
R6'-0"'
4
-
1
2
R1'-4""
0
3
3'-9"
2'-0"
1
1
4
R4'-0"
"3'-2"
L=2'-5"
1
'-4
41
1
2
32'-11"
4
R6'-6"
3
1
33'-6"
9'-2"
44
"
3
12"
34'-3"
4
34
7
5
°
5'-9
1
"
6'-9
1
4
36'-0"6'-0"
18'-3"
-
4
'
1
0
17'-0"18'-4"19'-11"
1
2
1'-2"
1
R5'-5"7'-8"
12'-5"2'-0"1
2
2'-5"
2
4'-0"4'-0"
2'-0"2'-0"
111
"
7'-7"3'-1"7'-7"
5'-3"12
424
8'-0"8'-0"
"
5'-0"34
7'-2
"
5'-1
34
6'-0"4'-0"6'-0"
1
3
9'-11
0'-7"
3'-2"2'-0"2'-0"2'-0"
4
4
1 21'-10"
2'-1"
1'-0"
3
18'-8"
34
3'-0"
0'-6"4
4
16'-0"
1
19'-10"
41
"6'-7"
"4
14
14
6'-0"6'-0"
"
22'-5
"
11'-11
34
14
10'-6
"
12'-8
34
Sheet title:
1'-0"
"
14
3
16'-3
32'-6"
LAYOUT PLAN
4
12'-0"
20'-6
"
3
34
11'-6"3'-0"6'-0"3'-0"9'-0"
"4
34
1'-0"
R1'-4"
14'-90'-6"1'-0"
7'-2
3
1
R3"
5'-3"
4 2'-0"
2
1
1
"3'-0"R5'-2"
6'-6"
1'
42-
60
'
-1
"
"1
R5'-11"
2
8'-3
7 3
'2'-11"
-1"
9
"
4
4
1"
7
"-
2'
15'-4"0
29
4'-0"3
-1
'1
6'-0"
R6'-10"4
1
41
1
5'-2"
2 R4"
2
"
8'-1"
3
6 3
-
12'-0"
'3'-0"
4
4
"
2
2'-0"
14
1
1
-
10'-9"'
4
4 31
13
7'-4"6'-0"
1
42
6'-0"7'-6"15'-4"4'-9"
1'-4"
24
4
0'4'8'
SK5.0
1
1
Scale: 1" = 4'-0"
5
NORTH
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
DRAINAGE SCHEDULE
CITY OF
CODEDESCRIPTIONQTY
EL SEGUNDO
AREA DRAIN7
350 Main St, El
4" SDR 35 DRAIN LINE235 LF
Segundo, CA 90245
GRADING NOTES
1.ALL GRADING SHALL BE IN ACCORDANCE WITH THE EL SEGUNDO
LOCAL GRADING CODE AND ANY SPECIAL
RECREATION PARK
REQUIREMENTS OF THE GRADING PERMIT.
PHASE 1 IMPROVEMENT
2.CONTRACTOR TO VERIFY GRADES AND NOTIFY
OWNER'S CONSTRUCTION ADMINISTRATOR PRIOR
PROJECT
TO START OF GRADING WORK.
3.SLOPES SHALL BE NO STEEPER THAN 3'
TEEN CENTER
HORIZONTAL TO 1' VERTICAL (3:1) AND SHALL HAVE
NOT LESS THAN 90% COMPACTION OUT TO THEIR
AND TEEN
FINISH SURFACES.
4.ALL PAVED AREAS SHALL SLOPE AS SHOWN ON
PLANS WITH A 2% MAXIMUM FALL. PLANTED AREAS
PLAZA
SHALL HAVE A MINIMUM 2% FALL.
405 E Grand Ave,
5.FINISH GRADE SHALL HAVE A UNIFORM SURFACE,
FREE OF LUMPS, BUMPS AND DEPRESSIONS AND
El Segundo, CA 90245
ANY OBJECTS THAT MAY PREVENT A POSITIVE
FLOW TO DRAIN.
6.ALL PROPOSED PAVING SURFACES SHALL MEET
EXISTING PAVING SURFACES WITH SMOOTH AND
CONTINUOUS TRANSITIONS AND FLUSH ALONG
ENTIRE EDGE.
7.CONCRETE WALKS TO HAVE A MAXIMUM CROSS
SLOPE OF 2% AND SHALL MEET ALL CITY AND
COUNTY REQUIREMENTS.
8.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS, EXISTING
DRAINAGE STRUCTURES, PARKING LOT
IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS.
NOTIFY THE OWNER'S CONSTRUCTION
ADMINISTRATOR IMMEDIATELY UPON NOTING ANY
DISCREPANCIES.
9.FINISH GRADE AT TURF AREAS SHALL BE ONE INCH
BELOW FINISH SURFACE OF SIDEWALKS, CURBS OR
PAVED AREAS. PLANTING AREA FINISH GRADE
Issue dates
SHALL BE 2" BELOW SAME UNLESS OTHERWISE
SPECIFIED.
10.ALL CONSTRUCTION AREAS SHALL BE FREE OF
ROCK, DEBRIS, ETC. ALL EXISTING WEEDS SHALL BE
REMOVED.
11.CONTRACTOR SHALL MEET EXISTING GRADE AT
GRADING LIMITS WITH A SMOOTH AND CONTINUOUS
TRANSITION.
GRADING LEGEND:
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED GRADE BREAK
PROPOSED ELEVATIONS
PROPOSED FLOW DIRECTION
BSBOTTOM OF STEP
FGFINISH GRADE
FSFINISH SURFACE
HPHIGH POINT
INVINVERT ELEVATION (MAY CHANGE IN FIELD)
Sheet title:
PAPLANTING AREA
TDTOP OF DRAIN
GRADING &
TLTOP OF LEDGE
TPTOP OF PAD
DRAINAGE PLAN
TRTOP OF RAIL
TSTOP OF STEP
EXISTING ELEVATION
(VERIFY IN FIELD)
COPING NOTCH
N O R T H
01'5'10'
Scale: 3/16" = 1'-0"
SK6.0
PLAN CHECK RESUBMITTAL #1 (10/17/25)
Agreement No. 7590
DRAINAGE SCHEDULE
CITY OF
CODEDESCRIPTIONQTY
EL SEGUNDO
AREA DRAIN7
350 Main St, El
4" SDR 35 DRAIN LINE235 LF
Segundo, CA 90245
5
3 GRADING NOTES
°
1.ALL GRADING SHALL BE IN ACCORDANCE WITH THE EL SEGUNDO
LOCAL GRADING CODE AND ANY SPECIAL
RECREATION PARK
REQUIREMENTS OF THE GRADING PERMIT.
PHASE 1 IMPROVEMENT
2.CONTRACTOR TO VERIFY GRADES AND NOTIFY
OWNER'S CONSTRUCTION ADMINISTRATOR PRIOR
PROJECT
TO START OF GRADING WORK.
3.SLOPES SHALL BE NO STEEPER THAN 3'
TEEN CENTER
HORIZONTAL TO 1' VERTICAL (3:1) AND SHALL HAVE
NOT LESS THAN 90% COMPACTION OUT TO THEIR
7
AND TEEN
4'-2"
8 FINISH SURFACES.
@ 2.0%
4.ALL PAVED AREAS SHALL SLOPE AS SHOWN ON
PLANS WITH A 2% MAXIMUM FALL. PLANTED AREAS
PLAZA
SHALL HAVE A MINIMUM 2% FALL.
405 E Grand Ave,
5.FINISH GRADE SHALL HAVE A UNIFORM SURFACE,
FREE OF LUMPS, BUMPS AND DEPRESSIONS AND
El Segundo, CA 90245
ANY OBJECTS THAT MAY PREVENT A POSITIVE
FLOW TO DRAIN.
6.ALL PROPOSED PAVING SURFACES SHALL MEET
EXISTING PAVING SURFACES WITH SMOOTH AND
CONTINUOUS TRANSITIONS AND FLUSH ALONG
ENTIRE EDGE.
7.CONCRETE WALKS TO HAVE A MAXIMUM CROSS
SLOPE OF 2% AND SHALL MEET ALL CITY AND
7 COUNTY REQUIREMENTS.
18'-8" @ 2.0%
8
8.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS, EXISTING
DRAINAGE STRUCTURES, PARKING LOT
3
22'-6" @ 2.0%
4
IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS.
NOTIFY THE OWNER'S CONSTRUCTION
ADMINISTRATOR IMMEDIATELY UPON NOTING ANY
DISCREPANCIES.
9.FINISH GRADE AT TURF AREAS SHALL BE ONE INCH
BELOW FINISH SURFACE OF SIDEWALKS, CURBS OR
PAVED AREAS. PLANTING AREA FINISH GRADE
Issue dates
SHALL BE 2" BELOW SAME UNLESS OTHERWISE
SPECIFIED.
10.ALL CONSTRUCTION AREAS SHALL BE FREE OF
ROCK, DEBRIS, ETC. ALL EXISTING WEEDS SHALL BE
REMOVED.
11.CONTRACTOR SHALL MEET EXISTING GRADE AT
GRADING LIMITS WITH A SMOOTH AND CONTINUOUS
TRANSITION.
GRADING LEGEND:
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED GRADE BREAK
PROPOSED ELEVATIONS
PROPOSED FLOW DIRECTION
1
49'-3" @ 2.0%
8
BSBOTTOM OF STEP
FGFINISH GRADE
FSFINISH SURFACE
HPHIGH POINT
INVINVERT ELEVATION (MAY CHANGE IN FIELD)
Sheet title:
PAPLANTING AREA
TDTOP OF DRAIN
GRADING &
TLTOP OF LEDGE
TPTOP OF PAD
DRAINAGE PLAN
TRTOP OF RAIL
TSTOP OF STEP
TCTOP OF CURB
TWTOP OF WALL
EWEXISTING WALL
COPING NOTCH
EXISTING ELEVATION
(VERIFY IN FIELD)
N O R T H
01'5'10'
Scale: 3/16" = 1'-0"
SK6.1
PLAN CHECK RESUBMITTAL #1 (10/17/25)
Agreement No. 7590
STEEL SCHEDULE
CODEDESCRIPTIONDETAILFINISH
2-3/8" O.D. SCH. 40 STEEL COPINGHOT DIPPED
10/SK9.0
S-01
GALVANIZED
1.5 X 2 X 3/16" THICK STEEL EDGING
HOT DIPPED
S-02 8/SK9.0
GALVANIZED
POWDER COAT
FOLDED STEEL EDGING
S-03
9/SK9.1
SKY BLUE RAL #5015
STEEL SLAPPY
POWDER COAT
S-04
4,11/SK9.1
SKY BLUE RAL #5015
SLAPSLAP
GRIND RAIL
POWDER COAT
S-05 20TL:/2
1/SK9.0
SKY BLUE RAL #5015
STEEL PANNED ELEMENT
POWDER COAT
S-06 10,12/SK9.1
SKY BLUE RAL #5015
POOL COPING
TEDDERSTONE
S-07
12/SK9.0
PCPCPCPC
STD BULLNOSE
2" STEEL STRAP
POWDER COAT
S-08
9/SK9.0
SKY BLUE RAL #5015
CITY OF
EL SEGUNDO
STEEL NOTES:
350 Main St, El
4
7
'
-
7
3 Segundo, CA 90245
R11'-8"
4
"
1
R5'-10"
2
1"
4
4
-
'
5
3
"
6
-4
'
"1
2
'-
3
1
EL SEGUNDO
3
"
RECREATION PARK
1
1 4
-
'
1
PHASE 1 IMPROVEMENT
PROJECT
"
9
-
'
8
TEEN CENTER
R5'-5"
AND TEEN
1
'
-PLAZA
1
1
3
4
""
"
405 E Grand Ave,
66
--
''
44
El Segundo, CA 90245
R4'-0"
6
'
-
0
R4'-0"
"
"
1
4
5
-
'
4
1
'
-
1
1
"
3 9
'-
4 6
"
C
P
P 13'-6"
C
1
1
1
"C
P'
7-
'-2
R5'-5"7
4
1
"
P
1C
P
"C
1
-4
'
1
2
C
P
8 3
'
-"
9
1 4
1 C
"-3
'P
1
R6'-2"
4
P
C
P
C
1
C 3
P
5
°
1
3
45
°
'
-
Issue dates
1
0
3
4
"
1
32'-10"
4
11
6'-11" (T/SK8.1)6'-11" (T/SK8.1)
44
1
12'-8" (O/SK8.0)
2
4'-0"
2'-0"
5'-3"
8'-0"
"
2
-
'
R2'-0"
2
6'-0"4'-0"6'-0"
"
1
4
SLAPSLAP
7
"31
13'-2" (Q/SK8.0)6'-7"
4
42
-
'
0
1
1
R47'-4"
2
6'-0"
"
14
12'-8
Sheet title:
STEEL PLAN
2
'R2'-0"
-
2 3
11'-6"9'-0"
"
4
"
SLAPSLAPSLAP
12
1'-3
5'-3"
"
1
2
3
1
-
'
R5'-11"
SLAP 2
8
"
1
5
1"-
2'-0"
'
2
4 9
9
1
11'-6" (R/SK8.1)
40'-1"
2
"
3
"
6
R4"
0-4
'
-
'
2
2
0'4'8'
SK7.0
Scale: 1" = 4'-0"
NORTH
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
1
3'-0"12'-0"
4
11
6"3'-0"8'-5"
22
1
3'-0"10'-0"
4
3
'
-°
1
7
D1
"
7
1'-2"8'-10"
3'-0"
11
2'-9"6'-0"
24
FYJTUJOH E
EXISTING
SFUBJOJOH!XBMM
RETAINING
5'-10"
6'-4"
WALL
3
°
'
4-°
V
D2
8
'0W
1 0
-
4
5
12
5
"
2'-10"
4
"
8'-10"
U
3'-4"3'-4"9'-4"
1 SECTION A1F
2'-0"6'-5"
2M2
C
TRANSITION BEHIND
M1
5'-10"
R7'-0"
1
3'-6"
6"6"R7'-0"
2
G
6"3'-0"
VARIES SEEVARIES SEE
2'-6"
GRADING PLANGRADING PLAN4
N
'
-
1 1
8"
2 8"
"
B
O
T
5"5"
6"6"
"H
P
6
2'-8"2'-0"
S1
4'-8"
S2
Q
A2
CITY OF
I
SECTION A1SECTION A2
J4
A1
EL SEGUNDO
350 Main St, El
A3
R
1
Segundo, CA 90245
22'-5"
4
1
5'-3"11'-11"5'-3"J3J2J1
4
LK
1
10'-2"
2
EXISTING
RETAINING
WALL
R10'-6"
2
"2'-0"
'
EL SEGUNDO
-
2
3'-0"2
-
'
1'-6"8'-8"
"
2
RECREATION PARK
3
R2'-0"
R2'-0"
6'-2"6'-9"
4
PHASE 1 IMPROVEMENT
6"
2'-0"
6"
6'-4"PROJECT
5"
6"
TEEN CENTER
R7'-0"
R11'-6"
R6"R6"
3'-4"6"
VARIES SEE
2'-6"2'-6"AND TEEN
GRADING PLAN
8"8"
PLAZA
"
"
5"5"5"6 5"
6"6"6"6"
6
405 E Grand Ave,
El Segundo, CA 90245
SECTION BSECTION C
SECTION A3
1
4'-10"
4
2'-6"2'-4"
EXISTING
RETAINING
WALL
1
Issue dates
17'-1"
4
3
3
5'-6"R16'-0"
4"
8'-6"
3 R 4
0
1'-6"4'-0"-
4'5'-0"
96"
9
'
EXISTING
-
0
R
"
RETAINING
R4'-0"
""
R4'-0"
WALL
1212
R8'-0"
R1'-0"
R8'-0"1'-91'-9
8"
5"5"5"5"
6"6"6"6"
VARIES SEE
GRADING PLAN
6"
4'-10"
SECTION D1SECTION D2
SECTION E
VARIES SEE
GRADING PLAN
NEW WALLNEW WALL
BY OTHERSBY OTHERS
7'-8"
11
5'-2"2'-5"
22
NEW WALLNEW WALL
7'-8"
11
BY OTHERSBY OTHERS
Sheet title:
4'-7"3'-0"
22
SECTIONS
1
R5'-0"
2'-0"
6"
2
3'-0"R5'-0"
2'-0"
7
8"
2
8"
VARIES SEEVARIES SEE
1'-0"°1'-0"
66
""
GRADING PLANGRADING PLAN
5"5"5"
6"6"6"6"
5"
SECTION FSECTION GSECTION HSECTION I
0'2'4'
SK8.0
Scale: 1" = 2'-0"
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
D1
E
EXISTING
EXISTING
RETAINING
RETAINING
WALL
WALL
V
D2
W
U
F
M2
C
M1
11
10'-3"10'-3"
22
11
2'-0"4'-0"4'-3"2'-0"3'-8"4'-7"
22
11
2'-10"1'-3"
2"2"
1212
G
""
1111
1212
10"
R9'-3"
N
6"
11
VARIES SEE
1'-31'-3
5"5"
22
GRADING PLAN
B
O
T
5"5"
6"6"
H
°
P
6
7
S1
S2
Q
A2
SECTION J1SECTION J2
CITY OF
I
J4
A1
EL SEGUNDO
350 Main St, El
A3
R
Segundo, CA 90245
J3J2J1
LK
EXISTING
RETAINING
WALL
3163C CAST IRON MANHOLE COVER
EL SEGUNDO
SOURCED FROM LONG BEACH IRON WORKS
(www.lbiw.com)
RECREATION PARK
OR SIMILAR VENDOR
PHASE 1 IMPROVEMENT
1
10'-3"
2 PROJECT
1
3
2'-0"8'-3"
2
32'-6"
4
TEEN CENTER
3
3 11'-6"12'-0"9'-0"
4
3'-8"2'-11"1'-0"6"
4
R10'-0"R10'-0"
10"
3'-0"6'-0"3'-0"AND TEEN
111
VARIES SEE
5"5"5"
222
GRADING PLAN
PLAZA
5"5"5"
6"6"6"
7
°°
6
66
°
405 E Grand Ave,
77
El Segundo, CA 90245
SECTION J3SECTION J4
EXISTING EXISTING
RETAININGRETAINING
BRICK STAMP
WALLWALL
PATTERN ON
FLAT BANK SECTION
3
4'-8"
4
1
1
6'-6"
4'-10"
4
2
1
3
1
4"
1'-9"2'-11"6"11 4 1
4 4
6'-0"4'-10"11"11"2'-8"
424
2 5"5"
6"6"
°
'
-
R3'-0"
2
°5
"
7
810"
5 1
Issue dates
R7'-0"R3'-8"
4
8"
1
2'-6"2'-6"2'-6"
2'-6"1
R17'-1"
2
R1'-4"
"2
6
8"
8"8"
VARIES SEEVARIES SEE
8"
"
GRADING PLANGRADING PLAN
6
5"5"5"5"
6"6"6"6"
"
"
6
6
SECTION KSECTION LSECTION M1SECTION M2
1
12'-8"
2
2
'
"-
-01
'1
1
1
2
"
BANK BEYOND
1
3
3
3
12'-0"
°4
12'-0"
4
°
3
6"
6"5
3 4
R6"
1'-6"
4
5'-5"2'-0"2'-0"2'-0"
4
Sheet title:
1
1
5"5"5"
6"5 6"6"6"
'
4
-
"
6
°
3 SECTIONS
4
4'-0"6"
1'-2"
"
6"
R6'-6"
"
2'-6"12 2'-6"
R6'-6"
6
8"
"
1'-5
8"6
1'-0"
"
5"5"5"
6"6"6"
1'-2"
SECTION NSECTION OSECTION P
0'2'4'
SK8.1
Scale: 1" = 2'-0"
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
D1
E
V
D2
W
U
F
M2
C
M1
1
GRIND LEDGE
19'-10"
43
12'-0"
SECTION J1/SK8.0
4
31
13'-2"6'-7"
421
10'-8"
4 G
7"
N
1
1
0
"
'-5
3 4°B
1"O
T
°9
'
-
69
"
-4
'
1
H
1
R6'-6"P
S1
5"
6"
1
9"
2
S2
3
Q
A2
"
1'-4"
1'-4"
CITY OF
I
1'-8"
J4
A1
EL SEGUNDO
1'-8"
5"2'-2"
6"
350 Main St, El
5"
6"
A3
1'-4"R
Segundo, CA 90245
11
1
10'-0"1'-6"
6'-3"6'-10"5'-9"
244
6"
J3J2J1
3"3"3"3"
LK
SECTION R
SECTION Q
EL SEGUNDO
RECREATION PARK
PHASE 1 IMPROVEMENT
PROJECT
TEEN CENTER
AND TEEN
PLAZA
405 E Grand Ave,
El Segundo, CA 90245
16'-0"
1
7"
4
6'-0"4'-0"6'-0"
313
7'-5"3'-4"7'-5"
424
5"4"
°
1'-6"1'-6"
5"6"
7
8"8"
1'-2"
1'-2"9"7
1'-8"
5"5"
5"5"5"5"
6"6"6"6"6"6"
11
5'-6"7'-3"5'-6"
22
6"
SECTION S1SECTION S2
SECTION T
Issue dates
11'-9"
6"
1
11
7'-2"
2 3'-4"7'-10"
42
5"5"
6"6"
R7'-0"
4'-6"1
12'-6"
2
1
8"11'-4"6"
2
7'-0"
"
R8'-0"
6
8"3
R6'-7"
4
6
"
5"5"
6"6"
Sheet title:
BOWL DRAIN BOWL DRAIN
CENTERLINECENTERLINE
R52'-0"SECTIONS
2'-6"
SECTION U
"
6
R7'-10"
SECTION V
SECTION W
0'2'4'
SK8.2
Scale: 1" = 2'-0"
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
TYPICAL CONCRETE
ZURN FD2210-PV4-NTCOMPACTED
EXPANSION
TYPICALPVC DRAINLINE,
FLATWORK
*4000 PSI
SUBGRADE
JOINTADJUSTABLE FLOOR
CONCRETE90 DEG ELBOW.
CONCRETE
DRAIN WITH 5" "TYPE
FLATWORKINVERT ELEVATION
*SKATEPARK SURFACE TO HAVE STEEL
PRE-COMPRESSED
FLATWORK4000 PSI CONCRETEBASE COURSE
B" NICKEL BRONZE
PER GRADING PLAN.
HARD-TROWEL FINISH. CEASE TROWELING
EXPANSION MATERIAL
WITH #3
FLATWORK WITH #3
COLD ORSTRAINER, OR
BEFORE SURFACE BECOMES GLOSSY. DO
1/2" DECK-O-FOAM OR
REBAR @ 16"REBAR 16" O.C. BW
APPROVED EQUAL.
EXPANSION
NOT TROWEL BURN SURFACE.
SIMILAR
O.C. BW
JOINTINSTALL PER
SLIP DOWEL
MANUFACTURER'S
EXPANSION JOINT. 1/8"
BASE COURSE, 4"
SLEEVE FOR
RECOMMENDATIONS.
**DIMENSION SHALL BE 1" BELOW FINISH
TOOLED EDGE. APPLY
DEEP MIN.BASE COURSE
SLIP DOWEL ORSLOPE TO
SURFACE IF SLAB EDGE IS ADJACENT TO
POLYURETHANE BASED
2" CLR. MIN.
TOP OF DRAIN.
DRAIN, TYP.
WRAP/GREASE
COMPACTED
TURF OR 2" BELOW FINISH SURFACE IF SLAB
1/2" TOOLEDNON-SAGGING
TYP.SEE GRADING PLAN
ONE END
SUBGRADE
EDGE IS ADJACENT TO PLANTING AREA
EDGE OR STEELELASTOMERIC SEALANT
EDGING. SEETYPICALAND TOOL FLAT
1/2" SMOOTH
1/2" TOOLED
STEEL PLANCONCRETE
DOWEL OR
EDGE AT FG
CONCRETE SKATE
FOR LOCATION.FLATWORK
REBAR DROP.
ONLY
ELEMENT
SPACE 2'-6" O.C.
ADJUSTABLE
COMPACTED
ALONG JOINT
SLIP DOWEL
PVC OUTLET
SUBGRADE
CONNECTION
9"9"
1% MIN SLOPEBASE COURSE
TO OUTFALL
SDR-35 DRAIN
1'-6"
COMPACTED
6"
LINE, TYP. SEE
3"9"
SUBGRADE
GRADING +
DRAINAGE PLAN
FOR MORE INFO.
CITY OF
SLAB EDGESLIP DOWELTURNDOWN EDGE AT FSAREA DRAINEXPANSION JOINT
EL SEGUNDO
12345
1 1/2" = 1'-0"P-PIP-ELS-011 1/2" = 1'-0"P-PIP-ELS-071" = 1'-0"P-PIP-ELS-021 1/2" = 1'-0"P-PIP-ELS-101" = 1'-0"P-PIP-ELS-05
350 Main St, El
TYPICAL CONCRETE
SEE STEEL PLAN FOR Segundo, CA 90245
NOTE: CONSTRUCTION JOINT MAY BE BUILT AS1/8" MIN. ROUTED1/8" MIN. ROUTEDSEE STEEL PLAN FOR
FLATWORK
FABRICATION + FINISH NOTESEDGE GROUNDFABRICATION + FINISH NOTES
EITHER COLD JOINT OR KEY JOINT OPTION. IT ISEDGE GROUND
*4000 PSI CONCRETE FLAT WORK
SMOOTH
UP TO THE CONTRACTOR'S DISCRECTION.SMOOTH
WITH #3 REBAR @ 16" O.C. BW
1/8" SAW CUT - FILL JOINT
WITH SELF LEVELING
1/8" TOOLED EDGE BOTH SIDES. FILL
1.5" x 2" x 3/16" THICK2" x 2" x .120" THICK
SEALANT AND TOOL
JOINT WITH SELF LEVELING SEALANT AND
STEEL STRAP EDGING
STEEL EDGING
FLAT. PROTECT
TOOL FLAT. PROTECT SURROUNDING
-SEE STEEL PLAN FOR
-SEE STEEL PLAN FOR
SURROUNDING SURFACE
SURFACE FROM EXCESS SEALANT. PRIOR
LOCATION
LOCATION
FROM EXCESS SEALANT.
TO SEALING JOINT, PREP CONCRETE BY
CUTTING JOINT 1/8" WIDE x 1/4 DEPTH OFCOPING ANCHOR, 3/8" X 2"COPING ANCHOR, 3/8" X
4" MIN. NELSON STUD4" MIN. NELSON STUD 2"
CONCRETE
OR SIMILAR @ 18" O.C.
OR SIMILAR @ 18" O.C.
EL SEGUNDO
COMPACTED SUBGRADE
1/8" TOOLED EDGE RECREATION PARK
1/8" TOOLED EDGE
SLIP DOWEL
BOTH SIDES
BOTH SIDES
PHASE 1 IMPROVEMENT
KEY JOINT 1-5/8" O.D.
9"
TYPICAL STEELTYPICAL STEEL
PROJECT
REINFORCEMENT
REINFORCEMENT
1'-6"
BASE COURSE
SKATE ELEMENT
SKATE ELEMENT
TEEN CENTER
KEY JOINT
COLD JOINT
AND TEEN
VARIES,SEE
SECTIONS
PLAZA
405 E Grand Ave,
SAWCUT JOINTCOLD JOINT / KEY JOINTSTEEL EDGINGSTEEL STRAP
El Segundo, CA 90245
6789
3" = 1'-0"P-PIP-ELS-061" = 1'-0"P-PIP-ELS-333" = 1'-0"P-PIP-ELS-193" = 1'-0"P-PIP-ELS-27
POOL COPING BLOCK
1/8" TOOLED EDGE BOTHCONCRETE CYLINDER FOOTING. 8' O.C. ALONG
POOL COPING
SEE STEEL PLAN FOR FABRICATION + FINISH NOTES
VARIES, SEE LAYOUT PLAN & SECTIONS MFR: TEDDER STONE OR APPROVED EQUAL
SIDES OF COPINGBACK OF COPING & WHERE NEEDED ALONG SMALLER RADII
BLOCK. INSTALL PER
TYPICAL CONCRETE
COLOR: NATURAL GRAY
MANUFACTURERS
FLATWORK
FS
STEEL COPING - SEE STEELSPOT WELD TO COPING
RECOMMENDATIONS.
CONSTRUCTION NOTE: WHEN BUILDING SLAB/DECK BEHIND
TILE BAND
PLAN FOR LOCATION
BASE COURSE
COPING CONSTRUCTION JOINT, FIRST SATURATE SURFACE DRY
MFR: NATIONAL POOL TILE OR APPROVED EQUAL
TURN REBAR OUT 45 DEG
APPLY 1/4" BED OF
(SSD) PREVIOUSLY PLACED CONCRETE MATERIAL AND THEN
CONSTRUCTION JOINTSIZE: 1"X1" SQUARE TILE
COMPACTEDSPEC MIX BELOW
UTILIZE SHOTCRETE PLACEMENT METHOD FOR THE INITIAL
HAND SHAPED PRIOR TOCOLOR: DISKO BAY - ICEBERG WHITE
COPING BLOCK
SUBGRADE
FRESH MATERIAL TO THE EXISTING MATERIAL OF DECK/SLAB
CONCRETE CURING
BEHIND COPING FOR PROPER PLACEMENT AND CONSOLIDATION
EXPANSION JOINT
STEEL COPING
AT THE CONSTRUCTION JOINT.
TYPICAL STEEL
REINFORCEMENT
4000 PSI SHOTCRETETYPICAL
1'-0"
REINFORCEMENT
WITH #3 REBAR @ 12"
BOWL TRANSITION
1/4" TYP. REVEAL O.C. BW
COMPACTED
COPING ANCHOR, 3/8" X 4"
SLIP DOWELSUBGRADE
MIN. NELSON STUD
OR SIMILAR@ 18" O.C.COPING TO
COLD JOINT
OVERHANG
8"
CONCRETE CYLINDER
(2) #3 REBAR TIES TO
FINISHED WALL 3/8"
FOOTING
SUPPORT COPING PRIOR
MAX
6" TILE BAND.
TO CONCRETE PLACEMENT
FS
TILE SET IN MORTAR
CONSTRUCTION JOINT
Issue dates
BED AND FLUSH
TYPICAL CONCRETE
WITH SHOTCRETE
FLATWORK
WALL.
BASE COURSE
BASE COURSE
6"
6"
COMPACTED SUB-GRADE
STEEL COPINGTYPICAL QUARTERPIPEPOOL COPING
101112
1" = 1'-0"3/4" = 1'-0"1 1/2" = 1'-0"
P-PIP-ELS-21P-PIP-ELS-08P-PIP-ELS-60
VARIES, SEE SECTIONS + LAYOUT
TYPICAL CONCRETE
TYPICAL CONCRETE FLATWORK4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C. B.W.COLD JOINT / KEY JOINTTYPICAL CONCRETE4000 PSI SHOTCRETE
FLATWORK
FLATWORKWITH #3 REBAR @ 12"
6"
BASE COURSECOMPACTED SUB-GRADESLIP DOWEL
FSO.C. BW
BASE COURSE
STEEL EDGING
COMPACTED SUBGRADE
COMPACTED
STEEL COPING
SUBGRADE
SEE LAYOUT & SECTIONS
VARIES, SEE SECTION + LAYOUT
EXPANSION JOINT
6"
4000 PSI SHOTCRETE
WITH #3 REBAR @ 12"FS
BASE COURSE
O.C. BW
SLIP DOWEL
COLD JOINT / KEY
JOINT
8"
MAX
8"
FS
MAX
FS
Sheet title:
CONSTRUCTION
TYPICAL RADIUS WEDGETYPICAL ROLL-INTYPICAL QUARTERPIPE EXTENSION
DETAILS
131415
3/4" = 1'-0"3/4" = 1'-0"1" = 1'-0"
P-PIP-ELS-31P-PIP-ELS-32P-PIP-ELS-30
SK9.0
90% CD SUBMITTAL (08/20/25)
Agreement No. 7590
4000 PSI CONCRETE4000 PSI CONCRETE
4000 PSI CONCRETE WITH
SEE STEEL PLAN FOR
WITH #3 REBAR @WITH #3 REBAR @ 12"
#3 REBAR @ 16" O.C. B.W.
FABRICATION + FINISH
16" O.C. B.W.O.C. B.W.
NOTES
BASE COURSE
SIZE VARIES, SEE
(2) #3 REBAR 6"
COMPACTED
SECTIONS +
LONG. DRILLEDSUBGRADE
COMPACTED
STEEL PLAN
THROUGH +
VARIES, SEE SECTIONS
SUBGRADE
SLIP DOWEL
CROSSED
ABOVE TO
4000 PSI SHOTCRETE SEE SECTIONS
FS
EXPANSION JOINT
STABILIZEWITH #3 REBAR @ 12"
O.C. BWSLOPE
STEEL EDGING
CONCRETE
FOOTING
SLIP DOWEL
BASE COURSE
BASE COURSECOLD JOINT / KEY
8"
JOINT
COMPACTED MAX
SUBGRADE
EXPANSION JOINT
FS
GRIND RAILFOLDED STEEL
EDGING
6"
1'-0"
CITY OF
TYPICAL GRIND RAIL FOOTINGTYPICAL EURO GAPGRIND LEDGE
EL SEGUNDO
123
1" = 1'-0"P-PIP-ELS-153/4" = 1'-0"P-PIP-ELS-223/4" = 1'-0"P-PIP-ELS-63
350 Main St, El
DISTANCE OF ANCHOR
PRECAST BOLLARD BY4000 PSI CONCRETE
4000 PSI CONCRETE
Segundo, CA 90245
POST ABOVE + BELOW
BELSON OUTDOORS ORWITH #3 REBAR @ 12"
SEE STEEL PLAN FOR
FLATWORK WITH #3 REBAR
4000 PSI CONCRETE WITH
GRADE DETERMINED BY
SIMILARO.C.
FABRICATION + FINISH NOTES
@ 16" O.C. BW
#3 REBAR @ 12" O.C. B.W.
SKATEPARK BUILDER.
ANCHOR POST 1'-6"L x
2-7/8 DIA. SUPPLIED BY
STEEL EDGING
EXPANSION JOINT
OTHERS
SEE
SLIP DOWEL4000 PSI CONCRETE WITH #3
QUICK SET CONCRETE
E
E
S
S,SECTIONSSEE SECTIONS
IE
RREBAR @ 12" O.C. BW
A
OR GROUTV
S
N
O
TI
BASE COURSEC
E
S
BASE COURSE
EXPANSION JOINT
COMPACTED SUB-GRADE
COMPACTED
BASE COURSESEE
SEE
SUBGRADE
EL SEGUNDO
FOLDED STEEL EDGING
SECTIONS
SECTIONS
4000 PSI CONCRETE
COMPACTED SUBGRADE
RECREATION PARK
VARIES - SEE SECTIONS
FLATWORK WITH #3
REBAR @ 16" O.C. B.W.
3"
PHASE 1 IMPROVEMENT
PROJECT
TEEN CENTER
AND TEEN
2'-0" THICKENED SLAB
PLAZA
405 E Grand Ave,
SLAPPY MANUAL PADSPHERE BOLLARD RAKED GRIND LEDGE
El Segundo, CA 90245
456
3/8" = 1'-0"P-PIP-ELS-541" = 1'-0"P-PIP-ELS-671/2" = 1'-0"P-PIP-ELS-09
1/8" MIN. ROUTED
SEE STEEL PLAN FOR
4000 PSI CONCRETE WITH #3 REBAR4000 PSI CONCRETE FLATWORK
SEE SECTIONS
EDGE GROUNDFABRICATION + FINISH NOTES
WITH #3 REBAR @ 16" O.C. BW
CONTINUOUS BW @ 12" O.C.
SMOOTH
VARIES -SEE SECTIONS & LAYOUT PLAN
BASE COURSE
COMPACTED SUB-GRADE
3/16" THICK FOLDED
NS
IO
CT
SE
E
SE
STEEL EDGING - SEE
STEEL STRAP
BASE COURSE
STEEL PLAN FOR
SEE
VARIES - SEE
LOCATION
SLIP DOWEL4000 PSI SHOTCRETE WITH #3SECTIONS
SECTIONS
REBAR @ 12" O.C. BW
COPING ANCHOR, 3/8" X
COLD JOINT
4" MIN. NELSON STUD
SLIP DOWEL
OR SIMILAR @ 18" O.C.
COMPACTED SUB-GRADE
1/8" TOOLED EDGE
COLD JOINT
BOTH SIDES
VARIES, SEE
TYPICAL STEEL SECTIONS
REINFORCEMENT
SKATE ELEMENT
Issue dates
BANKED TURNLA HIGH WALLFOLDED STEEL EDGING
789
3/4" = 1'-0"3/4" = 1'-0"3" = 1'-0"
P-PIP-ELS-97P-PIP-ELS-52P-PIP-ELS-18
TYPICAL PANNED LEDGESEE STEEL PLAN FOR
4000 PSI CONCRETE WITH #3
4000 PSI CONCRETE#3 REBAR @ 8" O.C. SHORTSEE STEEL PLAN FOR FABRICATION AND FINISH NOTES
4000 PSI CONCRETE WITH #4 REBAR CONTINUOUS BOTH WAYS @ 12" O.C. BW
SEE STEEL PLAN FOR FABRICATION +
SECTION A-A VIEWFABRICATION + FINISH
REBAR @ 16" O.C. B.W.
FLATWORK WITH #3WAY IN LEGS
FINISH NOTES
NOTES
2"
REBAR @ 16" O.C. BWEXPANSION JOINT
SLIP DOWEL
SLAPPY LEDGE TO BE FILLED WITH
SLIP DOWEL
#3 REBAR LONG BAR @ 6".125" STEEL WALL WITH 1/8" MIN. ROUTED EDGE GROUND SMOOTH
CONCRETE OR EXPANSION FOAM
O.C.
PRIOR TO SETTING
STEEL SLAPPY CURB. 1/8" / 11 GA
4000 PSI CONCRETE FLATWORK
2'-0"
STEEL WALL WITH 1/8" MIN.
#3 REBAR SHORT BAR @
SEE SECTIONS
VARIES, SEE SECTIONS
ROUTED EDGE GROUNDBASE COURSE
12" O.C.
SMOOTH
COMPACTED SUB-GRADE
11GA .120" THICK STEEL
WALL WITH 1/8" MIN.
ROUTED EDGE GROUNDA
SMOOTH
PROVIDE VERT. BAR
A
SUPPORTS WELDED TO
8"
STEEL PAN @ 18" O.C.
ALONG LONG BARS
SLIP DOWEL @ 16" O.C.
5"
BASE COURSE
COMPACTED SUBGRADE
SEE SECTIONS
Sheet title:
5"
EXPANSION JOINT
SEE SECTIONS
CONSTRUCTION
RAKED PANNED GRIND LEDGESTEEL SLAPPY GRIND LEDGEPANNED LAUNCH RAMP
DETAILS
101112
3/4" = 1'-0"1 1/2" = 1'-0"3/4" = 1'-0"
P-PIP-ELS-12P-PIP-ELS-13P-PIP-ELS-46
SK9.1
90% CD SUBMITTAL (08/20/25)
Agreement No. 7590
BASE COURSE
4000 PSI CONCRETECOMPACTED
3163C CAST IRON MANHOLE
FLATWORK WITH #3SUBGRADE
COMPACTED
COVER SOURCED FROM LONG
REBAR @ 16" O.C. B.W.
SUBGRADE
BEACH IRON WORKS (www.lbiw.com)
4000 PSI SHOTCRETE WITH
SEE SECTIONS
OR SIMILAR VENDORSTEEL#3 REBAR @ 12" O.C. BW
STRUCTURAL
EDGING
FOAM FILL - TO
FOLDED STEEL EDGING
BE EPS15 OR
STEEL
BASE COURSESIMILAR
STRAP
VARIES, SEE
VARIES, SEE SECTIONS
SECTIONS
COMPACTED SUBGRADECOLD JOINT
EXPANSION
JOINT
EXPANSION JOINTEXPANSION
JOINT
VARIES SEE SECTIONS
BASE
SLIP DOWEL
COURSE
SLIP DOWEL
4000 PSI CONCRETE WITH #3
REBAR CONTINUOUS BW @ 12"4000 PSI
O.C.CONCRETE
FLATWORK
EXISTING RETAINING WALL
WITH #3
FS
REBAR @16"
O.C. BW
4000 PSI
CONCRETE
WITH #3
REBAR @12"
CITY OF
O.C. BW
STEEL MANHOLE COVERSMOKE STACKSTYPICAL RADIUS WEDGE EXTENSION
EL SEGUNDO
123
1/2" = 1'-0"P-PIP-ELS-981/2" = 1'-0"P-PIP-ELS-991" = 1'-0"P-PIP-ELS-16
350 Main St, El
BASE COURSE
Segundo, CA 90245
COMPACTED SUBGRADE
SEE SECTIONS
FOLDED STEEL EDGING
STEEL COPING
COLD JOINT
SLIP DOWEL
EXPANSION JOINT
EL SEGUNDO
4000 PSI CONCRETE FLATWORK WITH #3
RECREATION PARK
REBAR @ 16" O.C. B.W.
PHASE 1 IMPROVEMENT
4000 PSI CONCRETE WITH #3 REBAR @$5
12" O.C. B.W.PROJECT
TEEN CENTER
AND TEEN
PLAZA
405 E Grand Ave,
BANKED EXTENSION - WATER TOWER
El Segundo, CA 90245
4
3/8" = 1'-0"P-PIP-ELS-100
Issue dates
Sheet title:
CONSTRUCTION
DETAILS
SK9.2
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
1
22'-5"
4
1
5'-3"11'-11"5'-3"
4
"
1'-9"
12
9"
11
3'-0"
1
1'-6"1'-4"
2
1'-0"
1'-8"
3
2"
4
11
1'-6"8'-11"1'-6"
44
5'-0"1'-8"
CITY OF
3'-4"
EL SEGUNDO
350 Main St, El
1'-8"
Segundo, CA 90245
1'-8"5'-0"1'-8"
EL SEGUNDO
SMOKE STACKS PAINT APPLICATION
1 RECREATION PARK
1" = 1'-6"
1'-0"1'-0"
PHASE 1 IMPROVEMENT
6'-0"PROJECT
TEEN CENTER
"EL SEGUNDO" TEXT PAINT APPLICATION
STANDARD PAINT TO BE "SMOKESTACK RED"
2
1" = 1'-6"
AND TEEN
STANDARD PAINT TO BE "WHITE"
STANDARD PAINT TO BE "BLACK"
PLAZA
"EL SEGUNDO" TYPEFACE IS BODONI BOLD. LETTERS @ 12" TALL
405 E Grand Ave,
El Segundo, CA 90245
11
22'-5"22'-5"
44
11
5'-3"11'-11"5'-3"5'-3"11'-11"5'-3"
44
11
10'-2"10'-2"
22
Issue dates
R10'-6"R10'-6"
22
""
3'-0"3'-0"
''
--
22
22
--
''
""
22
R2'-0"R2'-0"
R2'-0"R2'-0"
6'-4"6'-4"
1'-9"1'-9"1'-9"1'-9"
3'-4"3'-4"
R2'-0"R2'-0"R2'-0"R2'-0"
22
""
''
--
22
22
--
''
""
22
11
'"'"
--
00
00
--
"'"'
11
""""
34343434
2'-42'-42'-42'-4
Sheet title:
1'-0"6'-0"1'-0"1'-0"6'-0"1'-0"
CONSTRUCTION
DETAILS
WATER TOWER BLUE PAINT
ADD ALTERNATEE BC WATER TOWER BLUE CONCRETE
34
1" = 1'-6"1" = 1'-6"
ALT OPTION: COLORED CAST-IN-PLACE CONCRETE
STANDARD PAINT TO BE "WATER TOWER BLUE" (68.5 SF)
TO BE "PHILLY BLUE" BY INCRETE COLOR SYSTEMS OR APPROVED EQUAL
EL SEGUNDO_SKATEPARK_102025-17.3dm
CAST-IN-PLACE CONCRETE TO BE NATURAL GRAYCAST-IN-PLACE CONCRETE TO BE NATURAL GRAY
0'3'6'
SK9.3
Scale: 1" = 1'-6"
10/21/2025 4:17 PM
100% CD SUBMITTAL (10/21/2025)
Agreement No. 7590
BEE!BMUFSOBUF!B!)SFUSPGJU*
Agreement No. 7590
BEE!BMUFSOBUF!B!)SFUSPGJU*
Agreement No. 7590
BEE!BMUFSOBUF!B!)SFUSPGJU*
Agreement No. 7590
BEE!BMUFSOBUF!B!)SFUSPGJU*
Agreement No. 7590
BMUFSOBUF!B
BEE!BMUFSOBUF!C!)OFX*
Agreement No. 7590
BMUFSOBUF!B
BEE!BMUFSOBUF!C!)OFX*
Agreement No. 7590
BMUFSOBUF!B
BEE!BMUFSOBUF!C!)OFX*
Agreement No. 7590
BMUFSOBUF!B
BEE!BMUFSOBUF!C!)OFX*
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
CITY OF
EL SEGUNDO
350 Main St, El
Segundo, CA 90245
11
22'-5"22'-5"
44
11
5'-3"11'-11"5'-3"5'-3"11'-11"5'-3"
44
1
10'-2"
2
EL SEGUNDO
RECREATION PARK
PHASE 1 IMPROVEMENT
"
1'-9"
1
2
R10'-6"
PROJECT
9"
11
2
"
3'-0"3'-0"'
-
2
2
-
'
"
2
TEEN CENTER
1
1'-6"
1'-4"
2
1'-0"
R2'-0"
R2'-0"
AND TEEN
3
2"
6'-4"
4
PLAZA
11
1'-6"8'-11"1'-6"
44
405 E Grand Ave,
1'-9"1'-9"
El Segundo, CA 90245
3'-4"3'-4"
R2'-0"R2'-0"
2
"
'
-
2
2
-
'
"
2
1
"
'-
0
0
-
"'
1
""
44
33
2'-42'-4
1'-0"1'-0"
6'-0"1'-0"6'-0"1'-0"
Issue dates
C
ADD ALTERNATE C: WATER TOWER BLUE CONCRETE B
"EL SEGUNDO" TEXT PAINT APPLICATION
24
1" = 1'-6"1" = 1'-6"
STANDARD PAINT TO BE "BLACK"
ALT OPTION: COLORED CAST-IN-PLACE CONCRETE
TO BE "PHILLY BLUE" BY INCRETE COLOR SYSTEMS OR APPROVED EQUAL
"EL SEGUNDO" TYPEFACE IS BODONI BOLD. LETTERS @ 12" TALL
CAST-IN-PLACE CONCRETE TO BE NATURAL GRAY
Sheet title:
CONSTRUCTION
DETAILS
BEE
BMUFSOBUF!DC
)XBUFS!UPXFS
JOUFHSBM!DPMPS*
0'3'6'
0'3'6'
Scale: 1" = 1'-6"
SK9.3C C
Scale: 1" = 1'-6"
BEE!BMUFSOBUF!D!)XBUFS!UPXFS!JOFHSBM!DPMPS*
PLAN CHECK RESUBMITTAL #3
(12/19/2025)
Agreement No. 7590
EXHIBIT C
Structural Calculations
Agreement No. 7590
9
Agreement No. 7590
El Segundo Skateprk
26-02
116
B2
Agreement No. 7590
B3
Agreement No. 7590
SFDSFBUJPOBM!VTFT
IJHIMJHIUFE!BSF
NPTU!TJNJMBS!UP
TLBUFQBSL!VTF
B4
Agreement No. 7590
B5
Agreement No. 7590
B6
Agreement No. 7590
EVF!UP!FOHJOFFSJOH!KVEHFNFOU!BOE!VTBHF!PG!SBJMT!XJUIJO!TLBUFQBSL-
CTF!IBT!JODSFBTFE!UIF!NJO/!DPODFOUSBUFE!MPBE!VTFE!UP!361!MCT/
361!MC!DPODFOUSBUFE!MPBE!IBT!CFFO
JODSFBTFE!CZ!TBGFUZ!GBDUPS!PG!2/6!GPS
TLBUF!FMFNFOU!EFTJHO!UP!BDDPVOU
VOVTVBM!WJCSBUJPO!BOE!JNQBDU!GPSDFT/
B7
Agreement No. 7590
BTDF!Ib{bset!Sfqpsu
BTDF0TFJ!8.2744/:2:646
Address:Standard:Latitude:
Fm!Tfhvoep!Tlbuf!Qbsl!.!516!
JJ.229/52339
Risk Category:Longitude:
Fbtu!Hsboe!Bwfovf
E!.!Efgbvmu!)tff!227/9:8545169:6:36!gu!
Soil Class:Elevation:
Fm!Tfhvoep-!
Tfdujpo!22/5/4*)OBWE!99*
Wind
Results:
Xjoe!Tqffe:5!Wnqi
21.zfbs!NSJ76!Wnqi
36.zfbs!NSJ82!Wnqi
61.zfbs!NSJ87!Wnqi
211.zfbs!NSJ92!Wnqi
Ebub!Tpvsdf;!BTDF0TFJ!8.27-!Gjh/!37/6.2C!boe!Gjht/!DD/3.2DD/3.5-!boe!Tfdujpo!37/6/3
Ebuf!Bddfttfe;!Xfe!Kbo!25!3137
Wbmvf!qspwjefe!jt!4.tfdpoe!hvtu!xjoe!tqffet!bu!44!gu!bcpwf!hspvoe!gps!Fyqptvsf!D!Dbufhpsz-!cbtfe!po!mjofbs!
joufsqpmbujpo!cfuxffo!dpoupvst/!Xjoe!tqffet!bsf!joufsqpmbufe!jo!bddpsebodf!xjui!uif!8.27!Tuboebse/!Xjoe!tqffet!
dpssftqpoe!up!bqqspyjnbufmz!b!8&!qspcbcjmjuz!pg!fydffebodf!jo!61!zfbst!)boovbm!fydffebodf!qspcbcjmjuz!>!
1/11254-!NSJ!>!811!zfbst*/
Tjuf!jt!opu!jo!b!ivssjdbof.qspof!sfhjpo!bt!efgjofe!jo!BTDF0TFJ!8.27!Tfdujpo!37/3/
iuuqt;00btdfib{bseuppm/psh0Qbhf!2!pg!4Xfe!Kbo!25!3137
B8
Agreement No. 7590
Seismic
Site Soil Class: E!.!Efgbvmu!)tff!Tfdujpo!22/5/4*
Results:
T;2/97:T;O0B
TE2
T;1/77U;9
2M
G;2/3QHB;!1/918
b
G;O0BQHB;1/:79
wN
T;3/354G;2/3
NTQHB
T;O0BJ;2
N2f
T;2/5:6D;2/585
ETw
Hspvoe!npujpo!ib{bse!bobmztjt!nbz!cf!sfrvjsfe/!Tff!BTDF0TFJ!8.27!Tfdujpo!22/5/9/
Data Accessed: Xfe!Kbo!25!3137
Date Source: VTHT!Tfjtnjd!Eftjho!Nbqt
iuuqt;00btdfib{bseuppm/psh0Qbhf!3!pg!4Xfe!Kbo!25!3137
B9
Agreement No. 7590
Uif!BTDF!Ib{bse!Uppm!jt!qspwjefe!gps!zpvs!dpowfojfodf-!gps!jogpsnbujpobm!qvsqptft!pomz-!boe!jt!qspwjefe!bt!jt!boe!xjuipvu!xbssboujft!pg!boz!
ljoe/!Uif!mpdbujpo!ebub!jodmvefe!ifsfjo!ibt!cffo!pcubjofe!gspn!jogpsnbujpo!efwfmpqfe-!qspevdfe-!boe!nbjoubjofe!cz!uijse!qbsuz!qspwjefst<!ps!
ibt!cffo!fyusbqpmbufe!gspn!nbqt!jodpsqpsbufe!jo!uif!BTDF!tuboebse/!Xijmf!BTDF!ibt!nbef!fwfsz!fggpsu!up!vtf!ebub!pcubjofe!gspn!sfmjbcmf!
tpvsdft!ps!nfuipepmphjft-!BTDF!epft!opu!nblf!boz!sfqsftfoubujpot!ps!xbssboujft!bt!up!uif!bddvsbdz-!dpnqmfufoftt-!sfmjbcjmjuz-!dvssfodz-!ps!
rvbmjuz!pg!boz!ebub!qspwjefe!ifsfjo/!Boz!uijse.qbsuz!mjolt!qspwjefe!cz!uijt!Uppm!tipvme!opu!cf!dpotusvfe!bt!bo!foepstfnfou-!bggjmjbujpo-!
sfmbujpotijq-!ps!tqpotpstijq!pg!tvdi!uijse.qbsuz!dpoufou!cz!ps!gspn!BTDF/
BTDF!epft!opu!joufoe-!ops!tipvme!bozpof!joufsqsfu-!uif!sftvmut!qspwjefe!cz!uijt!Uppm!up!sfqmbdf!uif!tpvoe!kvehnfou!pg!b!dpnqfufou!
qspgfttjpobm-!ibwjoh!lopxmfehf!boe!fyqfsjfodf!jo!uif!bqqspqsjbuf!gjfme)t*!pg!qsbdujdf-!ops!up!tvctujuvuf!gps!uif!tuboebse!pg!dbsf!sfrvjsfe!pg!tvdi!
qspgfttjpobmt!jo!joufsqsfujoh!boe!bqqmzjoh!uif!dpoufout!pg!uijt!Uppm!ps!uif!BTDF!tuboebse/
Jo!vtjoh!uijt!Uppm-!zpv!fyqsfttmz!bttvnf!bmm!sjtlt!bttpdjbufe!xjui!zpvs!vtf/!Voefs!op!djsdvntubodft!tibmm!BTDF!ps!jut!pggjdfst-!ejsfdupst-!
fnqmpzfft-!nfncfst-!bggjmjbuft-!ps!bhfout!cf!mjbcmf!up!zpv!ps!boz!puifs!qfstpo!gps!boz!ejsfdu-!joejsfdu-!tqfdjbm-!jodjefoubm-!ps!dpotfrvfoujbm!
ebnbhft!bsjtjoh!gspn!ps!sfmbufe!up!zpvs!vtf!pg-!ps!sfmjbodf!po-!uif!Uppm!ps!boz!jogpsnbujpo!pcubjofe!uifsfjo/!Up!uif!gvmmftu!fyufou!qfsnjuufe!cz!
mbx-!zpv!bhsff!up!sfmfbtf!boe!ipme!ibsnmftt!BTDF!gspn!boz!boe!bmm!mjbcjmjuz!pg!boz!obuvsf!bsjtjoh!pvu!pg!ps!sftvmujoh!gspn!boz!vtf!pg!ebub!
qspwjefe!cz!uif!BTDF!Ib{bse!Uppm/
iuuqt;00btdfib{bseuppm/psh0Qbhf!4!pg!4Xfe!Kbo!25!3137
B:
Agreement No. 7590
TJOHMF!LJOLFE!TRVBSF!HSJOE!SBJM
OPEFT!BOE!NFNCFS!OVNCFST
C2
Agreement No. 7590
TJOHMF!LJOLFE!TRVBSF!HSJOE!SBJM
C3
Agreement No. 7590
C4
Agreement No. 7590
TJOHMF!LJOLFE!TRVBSF!HSJOE!SBJM
MJWF!MPBE
C5
Agreement No. 7590
TJOHMF!LJOLFE!TRVBSF!HSJOE!SBJM
MJWF!MPBE!PVU!PG!QMBOF
C6
Agreement No. 7590
TJOHMF!LJOLFE!TRVBSF!HSJOE!SBJM
C7
Agreement No. 7590
TJOHMF!LJOLFE!TRVBSF!HSJOE!SBJM
C8
Agreement No. 7590
C9
Agreement No. 7590
C:
Agreement No. 7590
C21
Agreement No. 7590
QBOOFE!MBVODI!SBNQ
OPEFT!BOE!NFNCFS!OVNCFST
C22
Agreement No. 7590
SBLFE!QBOOFE!HSJOE!MFEHF
OPEFT!BOE!NFNCFS!OVNCFST
C23
Agreement No. 7590
QBOOFE!MBVODI!SBNQ!'
SBLFE!QBOOFE!HSJOE!MFEHF
C24
Agreement No. 7590
C25
Agreement No. 7590
QBOOFE!MBVODI!SBNQ!'
SBLFE!QBOOFE!HSJOE!MFEHF
MJWF!MPBE
SBLFE!QBOOFE!HSJOE!MFEHF
QBOOFE!MBVODI!SBNQ
C26
Agreement No. 7590
QBOOFE!MBVODI!SBNQ!'
SBLFE!QBOOFE!HSJOE!MFEHF
MJWF!MPBE!PVU!PG!QMBOF
SBLFE!QBOOFE!HSJOE!MFEHF
QBOOFE!MBVODI!SBNQ
C27
Agreement No. 7590
QBOOFE!MBVODI!SBNQ!'
SBLFE!QBOOFE!HSJOE!MFEHF
TIFBS
SBLFE!QBOOFE!HSJOE!MFEHF
QBOOFE!MBVODI!SBNQ
C28
Agreement No. 7590
QBOOFE!MBVODI!SBNQ!'
SBLFE!QBOOFE!HSJOE!MFEHF
NPNFOU
SBLFE!QBOOFE!HSJOE!MFEHF
QBOOFE!MBVODI!SBNQ
C29
Agreement No. 7590
27
C2:
Agreement No. 7590
C31
Agreement No. 7590
CBOLFE!FYUFOTJPO
OPEFT!BOE!NFNCFS!OVNCFST
C32
Agreement No. 7590
CBOLFE!FYUFOTJPO
C33
Agreement No. 7590
C34
Agreement No. 7590
CBOLFE!FYUFOTJPO
MJWF!MPBE
C35
Agreement No. 7590
CBOLFE!FYUFOTJPO
MJWF!MPBE!PVU!PG!QMBOF
C36
Agreement No. 7590
CBOLFE!FYUFOTJPO
TIFBS
C37
Agreement No. 7590
CBOLFE!FYUFOTJPO
NPNFOU
C38
Agreement No. 7590
C39
Agreement No. 7590
El Segundo Skateprk
26-02
116
C3:
C57
Agreement No. 7590
El Segundo Skateprk
26-02
116
C41
Agreement No. 7590
El Segundo Skateprk
26-02
116
C42
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
4
Agreement No. 7590
5
Agreement No. 7590
6
Agreement No. 7590
7
Agreement No. 7590
8
Agreement No. 7590
9
Agreement No. 7590
:
Agreement No. 7590
Mbufsbm!mpbe;!
Tfjtnjd;
Tet!>!2/5:2
Xq!>!7023+261!>!86
Gq!>!/5+bq+Tet0)Sq0Jq*+)2!!,
3+{0I*+Xq
>!/5+3/6+2/5:20)3/602!*!+!!86!>!/71Xq!>
56!qtg
BTE;!1/8F!>!42/4!qtg
Xjoe;
r!>!/11367+L{L{uLe+W_3!.
/11367+/96+2/1+/96+:6_3!>!27/8qtg
t0i!>!2/1
C0t!>!6
Dg!>!2/46
H!>!/96
Q!>!27/8+2/46+/96!>!2:/3!qtg
BTE;!1/7+2:/3!>!22/63!==!1/8F!>!42/4
qtg
21
Agreement No. 7590
7023+261+5!>!411$
5gu+42/4qtg!>!236$!A!3gu
bcpwf!upq!pg!xbmm
N!>!236+3!>!361$.gu
2+3+261!!,
211+2/6+/6!>!486
Gppujoh!Cfbsjoh!Qsfttvsf;
Tmjejoh
Q!>!Xuh!>!411,411!>!786$
Pwfsuvsojoh
1/7Q!>!516
Mbufsbm!Gpsdf!>!236$
Mbufsbm!Gpsdf!>!236$!A!3gu
f!>!N0/7Q!>!3610516!>!1/73gu
1/7Xfjhiu!>!/7+786!>!516$
N!>!236+3!>!361$.gu
b!>!302!.!/73!>!1/49
Gsjdujpo!sftjtubodf!>
N!sftjtubodf!>!1/7Xug+f
Qsfttvsf!>!304+516!0/49!02!>
1/4+516!>!233$
>!/7+!786+303!>!516$.gu!?!N!>
821!qtg!==!2611!QTG
Qbttjwf!Qsfttvsf;!Bwfsbhf
361
qbttjwf!qsfttvsf!>!1)!,
2/6+311*03!>!261$0gu
Gsjdujpo!qmvt!qbttjwf!>!233
,!261!>!383$0gu!?
22
Agreement No. 7590
23
Agreement No. 7590
24
Agreement No. 7590
Xuh!>!3/6+7023+261
,2+2/6+261!>!524$
Xuh!>!7023+211+3/6!>!236$
46qdg
99+3/603!>!21:$
46+3/6!>!99qtg
Xuh!>!3/6+7023+261
,2+2/6+261!>!524$
Difdl!pwfsuvsojoh;
Difdl!tpjm!cfbsjoh
Npwfsuvsojoh!>!21:+3/604
Difdl!tmjejoh;
qsfttvsf;
>!:2$0gu
Npwfsuvsojoh!>!21:+3/604
Nsftjtu!>!1/7!+!524+/86!>
Mbufsbm!Gpsdf!>!21:$
>!:2$0gu
297$0gu!?!!Npu
Gsjdujpo!>!1/4!+!/7!+!524!>
85$
1/7Q!>!/7+524!>!359$0gu
Bwfsbhf!Qbttjwf
f!>!:20359!>!1/48
qsfttvsf!>
b!>!/86!.!/48!>!/49
)/6+311,2/6+311*03!>!311
Qsfttvsf!>!304+3590/49!>
546!qtg
Upubm!sftjtubodf!>!385$!?
21:$
25
Agreement No. 7590
26
Agreement No. 7590
5(.4#
27
Agreement No. 7590
28
Agreement No. 7590
difdl!21/36gu!qpmf!xjui!
5/3603!,!28/603!>!21/:#gu!pg!usjc
r!>!/11367+L{L{uLe+w_3!
>!/96+2/1+/96+:6_3!>!27/8
Q!>!2/5+27/8!>!34/5!qtg
GPSDF!>!34/5+21/36+21/:!>
3/725!LJQT!A!6/236GU
N!>!3/725+72/6!>!271/2!ljq.jo
\[!>!271/2+2/78057!>5/95
ITT5y5y409!ps!ITT6y6y407
29
Agreement No. 7590
2:
Agreement No. 7590
31
Agreement No. 7590
32
Agreement No. 7590
Mbufsbm!mpbe;!
Xjoe;
r!>!/11367+L{L{uLe+W_3!.!/11367+/96+2/1+/96+:6_3!>!27/8qtg
t0i!>!2/1
C0t!>!6
Dg!>!2/46
H!>!/96
Q!>!27/8+2/46+/96!>!2:/3!qtg
BTE;!1/7+2:/3!>!22/63!
Tfjtnjd;
Tet!>!2/5:2
Xq!>!7023+261!>!86
Gq!>!/5+bq+Tet0)Sq0Jq*+)2!!,!3+{0I*+Xq
>!/5+3/6+2/5:20)3/602!*!+!!86!>!/71Xq!>!22/63
Xq!>!22/630/7!>!2:/3!qtg/
Uif!gfodf!jt!opu!npsf!uibo!29qtg/
BTE!EFTJHO!QSFTTVSF!>!22/63QTG
!GPSDF!>!22/63+21+21/36!>!2292!A!6/236
GPPUJOH!DBO!CF!6GU!EFFQ!Y!29#!JO!EJBNFUFS/
33
Agreement No. 7590
34
Agreement No. 7590
GPPUJOH0
SFJOGPSDJOH
35
Agreement No. 7590
36
Agreement No. 7590
Pwfsuvsojoh;
Mbufsbm!mpbe;!
Cfbsjoh;
Xjoe;
r!>!/11367+L{L{uLe+W_3!.
/11367+/96+2/1+/96+:6_3!>!27/8qtg
t0i!>!2/1
C0t!>!6
Dg!>!2/46
H!>!/96
N!sftjtu!?!N
pwfsuvujoh/!!Nblf
Q!>!27/8+2/46+/96!>!2:/3!qtg
gppujoh!4/6gu!xjef/
BTE;!1/7+2:/3!>!22/63!
Gpsdf!>!22/63+23!>!249$0gu
N!pwfsuvsojoh!>!249+7!>!93:
Xfjhiu!>!2/6+3/6+261!,!2+261+M
Tjejoh;
Mbufsbm!gpsdf!>
249$0gu
Qbttjwf!qsfttvsf!>
)1,3+311*03!>
311qtg!>!511$0gu!?!
249$0gu
37
Agreement No. 7590
38
Agreement No. 7590
39
Agreement No. 7590
Mbufsbm!mpbe!bu!upq!pg!gppujoh
Tfjtnjd;
Tet!>!2/5:2
Xq!>!7023+261!>!86
Gq!>!/5+bq+Tet0)Sq0Jq*+)2!!,
3+{0I*+Xq
>!/5+3/6+2/5:20)3/602!*!+!!95!>!/71Xq!>
61/5!qtg
BTE;!1/8F!>!46/4qtg!gps!Nbtposz
Gps!gfodf!xjui!Xq!>!21qtg
1/8F!>!4/7!qtg!gps!Gfodf
Gpsdf!>!4/7+5/5!,!46/4+5/77!>!275/6$0gu
N!>!>!46/4+5/77_303!,
4/7+5/5+)5/77,5/503*!>!5:3!!=>!dpouspmt
Xjoe;
r!>!/11367+L{L{uLe+W_3!.
/11367+/96+2/1+/96+:6_3!>!27/8qtg
t0i!>!2/1
C0t!>!6
Dg!>!2/46
H!>!/96
Q!>!27/8+2/46+/96!>!2:/3!qtg
BTE;!1/7+2:/3!>!22/63!
Gpsdf!>!9/5+22/63!>!:8
N!>!:8+9/503!>!517
3:
Agreement No. 7590
Mbufsbm!mpbe!bu!upq!pg!xbmm
Tfjtnjd!xjmm!opu!hpwfso!cfdbvtf!gfodf!jt!mjhiu/
Xjoe;
r!>!/11367+L{L{uLe+W_3!.!/11367+/96+2/1+/96+:6_3!>
27/8qtg
t0i!>!2/1
C0t!>!6
Dg!>!2/46
H!>!/96
Q!>!27/8+2/46+/96!>!2:/3!qtg
BTE;!1/7+2:/3!>!22/63!
Gpsdf!>!5/5+22/63!>!62
N!>!62+5/503!>!223$0gu!>!9:3$.gu0qtpu
N!>!9:3$.gu!>!/9:3ljq.gu!>!21/8!ljq.jo0qptu
4#
DIFDL
DIFDL!QMBUF
BODIPSBHF
S!>!21/804030/7!>
N!>!21/8
4/68!ljq03!cpmut!>
{!>!21/8+2/78047!>!/5:
2/89!ljqt0!cpmu!?
c!>!9-!e!>!/52
3/33ljqt!qfs
gpmmpxjoh!qbhf
DIBOHF!QMBUF!UP!203#!PO
ESBXJOHT/
DIFDL!ITT
TFDUJPO
\[!>!21/8+2/78!0!57!>
DIFDL!XFME!GSPN!ITT
/499
UP!QMBUF;!T!>!3_3+504!>
6/44
ITT3y3y4027!IBT
sx!>!21/806/44>!3/17
UIJT/
Sx0pNFHB!>
/4'81+/360)3_/6*!>!4/82
41
Agreement No. 7590
N!>!5:3$.gu0gu
Xuh!>!95+5/77,2+M+261!,
2/44+/77+211!>!M+261!,!58:
Qfs!2716/3/2!pg!DCD
Dsjujdbm!Mpbe!Dpncjobujpo!dbo!cf!
1/:E!,!F02/5!>!
1/:E!,!/825F
Pwfsuvsojoh
Gppujoh!Cfbsjoh!Qsfttvsf;
Tmjejoh
N!pu!>!612$.gu
Q!>!/:E!>!/:+88:!>!812
N!>!5:3+/8250/8!>!612$.gu
Mbufsbm!Gpsdf!>!276$+/8250/8
N!sftjtubodf!>!812$+302!>!
>!279$
812$.gu
1/:Xfjhiu!>!812
Nsftjtubodf!?!!N!pu/
Gsjdujpo!sftjtubodf!>
1/4+812!>!321$
M!>!3gu
Gsjdujpo!jt!hsfbufs!uibo
gpsdf
Bmmpxbcmf!qsfttvsf!>
3111qtg!qfs!tpjmt!sfqpsu
42
Agreement No. 7590
Z
g
g
Z
Z
ZZ
ZZ
m
m
g2
g3
3331$0!cpmu
g
g
g
g
g
Z
g!>gZ
g!>gZ
g!>gZ
43
Agreement No. 7590
uuuuu
u
m
m
Z
Z
ZZ
g!>
g
44
Agreement No. 7590
45
Agreement No. 7590
46
Agreement No. 7590
Mbufsbm!mpbe;!
Tfjtnjd;
Xfjhiu!pg!gfodf!jt!wfsz!mjhiu/!!Xjoe!hpwfsot/
Xjoe;
r!>!/11367+L{L{uLe+W_3!.!/11367+/96+2/1+/96+:6_3!>!27/8qtg
t0i!>!2/1
C0t!>!6
Dg!>!2/46
H!>!/96
Q!>!27/8+2/46+/96!>!2:/3!qtg
BTE;!1/7+2:/3!>!22/63
Xjsf!tibmm!sftjtu!61&!pg!uifjs!usjc!xfjhiu-!cbtfe!po!esbh/!!Gfodf-!jo
gbdu-!rvjuf!pqfo/
BTE;!22/63+61&!>!6/87qtg
Gfodf!tqboojoh!gspn!mfgu!up!sjhiu!qfs!efubjm!40T3/13/
Ipsj{poubm!xjsft!bsf!bu!9#!p/d/
x!>!9023+6/87!>!4/95$0gu
Agreement No. 7590
Ipsj{poubm!xjsft!bsf!bu!9#!p/d/
x!>!9023+6/87!>!4/95$0gu
Tqbo!>!9/36gu
N!>!9/36_309+2302111!>!/4:!ljq.jo
Gz!Xjsf!>!
B!>!/14:9
e(!>!/2:3!,!/336>!/528
J!>!/14:9+/528_3!>!/117:
T!>!/117:0)/2:303,/336*
>!/132
gz!>!/4:0/132!>!29/25!ltj=
Gz!>!4702/78!>!32/7
uifsfgpsf-!plbz/
e!>!/2:3#
e!>!/336#
B!>!/14:9
Nby!usjc!bsfb!po!pof
Agreement No. 7590
dpoofdujpo!up!uif!qptu!!>
9/603+2303!>!36/6!gu_3
Nby!usjc!bsfb!po!dpoofdujpo!>!36/6qtg
Agreement No. 7590
Xjoe!gpsdf!>!22/63qtg
Gpsdf!>!36/6+22/63!>!3:5$
3:5$
Dbssjbhf!cpmu!ibt!6027#
ejbnfufs-!ps!B!>!/187
gz!>!/3:50/187!>!4/94!ljt
Gz!>!6ltj!njo/
Uifsfgpsf-!cpmu!jt!tuspoh
fopvhi
Agreement No. 7590
2/6#
2#
25hbhf!nfubm
u!>!1/1858
4
W!>!3:5$!
B!>!3!+!/1858!+!2!>!1/25:5jo_3
3:5$
gw!>!2/:8!ltj
Gw!>!4703!>!29!ltj
Xijmf!uif!tuffm!xjmm!mjlfmz!cfoe!b!cju-!ju
xjmm!opu!tifbs-!boe!uif!gfodf!nbu!xjmm
dpoujovf!up!cf!tvqqpsufe/
Agreement No. 7590
EXHIBIT D
LID Report
Agreement No. 7590
PRELIMINARY LOW IMPACT DEVELOPMENT REPORT(PLID)
FOR EL SEGUNDO RECREATION TEEN CENTER AND PLAZA
405E. GRAND AVENUE, EL SEGUNDO, CA90245
PREPARED FOR:
City of El Segundo
350 Main Street
El Segundo, CA 90245
PREPARED BY:
BKF ENGINEERS
4675 MacArthur Court, Suite 400
Newport Beach, CA 92660
(949)526-8460
PREPARED:
June2025
REVISED:
November2025
Bruce Kirby, PE
R.C.E. No. 42393
Agreement No. 7590
.YC 9bDLb99w{
TABLE OF CONTENTS
1.0INTRODUCTION.........................................................................................................................................................................4
1.1 SITE AND PROJECT DESCRIPTION͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵Ѝ
1.2 LOW IMPACT DEVELOPMENT STRATEGIES AND GOALS͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵Ѝ
2.0DESIGNATED PROJECT REQUIREMENT...........................................................................................................................5
2.1 DETERMINATION FOR PERMANENT BMP REQUIREMENT͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵Ў
2.2 DESIGN PROCESS CHART BREAKDOWN͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵Џ
3.0SITE ASSESSMENT AND DESIGN CONSIDERATIONS................................................................................................7
3.1 VICINITY MAP͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵А
3.2 PROJECT SUMMARY INFORMATION͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵Б
3.3 WATERSHED͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵Б
3.4 GEOTECHNICAL CONDITIONS͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵В
3.5 GEOTECHNICAL HAZARDS͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵В
3.6 SITE DESIGN PRINCIPLES͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵ЊЉ
4.0SOURCE CONTROL MEASURES.......................................................................................................................................12
5.0STORMWATER QUALITY DESIGN VOLUME CALCULATIONS.............................................................................17
5.1 DESIGN STORM EVENT͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵ЊА
5.2 STORMWATER QUALITY DESIGN VOLUME (SWQDv)͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵ЊА
6.0STORMWATER QUALITY CONTROL MEASURES.......................................................................................................18
6.1UNDERGROUND INFILTRATION CHAMBER SIZING...............................................................................................18
7.0HYDROMODIFICATION......................................................................................................................................................19
8.0STORMWATER QUALITY CONTROL MEASURE MAINTENANCE........................................................................20
8.1 MAINTENANCE RESPONSIBILITY͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵ЋЉ
8.2 INSPECTION AND MAINTENANCE FOR SOURCE CONTROL MEASURES͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵ЋЉ
8.3 INSPECTION AND MAINTENANCE FOR STORM QUALITY MEASURES͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵ЋЉ
8.4 INSPECTION AND MAINTENANCE FREQUENCY͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵ЋЉ
8.5 RECORD KEEPING REQUIREMENTS͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵͵ЋЋ
9.0SUMMARY.................................................................................................................................................................................23
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ Њ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
APPENDICES
APPENDIX A VICINITY MAP
APPENDIX B LID EXHIBIT
APPENDIX C COUNTY OF LOS ANGELES HYDROLOGY MAPS
TH
APPENDIX DHYDROCALC OUTPUT -85PERCENTILESTORM
APPENDIX ESTORMWATER QUALITY DESIGN MEASURE CALCULATIONS
APPENDIX FBMP MANUFACTURER BROCHURES
APPENDIX GBMP OPERATIONS & MAINTENANCE MANUAL
APPENDIX HCOVENANT AND AGREEMENT
APPENDIX IGEOTECHNICAL REPORT (FOR REFERENCE ONLY)
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ Ћ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
This Low Impact Development Report(LID) for El Segundo Teen Center and Teen PlazaProjectwas prepared
for the City of El Segundo by BKF Engineers. This LID Reportis intended to comply with the requirements
of the City of El Segundo, County of Los Angeles, requiring the preparationof a project specific LID Report.
I certify under penalty of law that this document and all attachments were prepared under my jurisdiction
or supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons whomanage the system
or those persons directly responsible for the gathered information, to the best of my knowledge and belief,
the information submitted is true, accurate, and complete. I am aware that there are significant penalties
for submitting false information, including the possibility of fine and imprisonment for knowing violations.
The undersigned, while it owns the subject property, is responsible for the implementation of the provisions
of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the
site consistent with the current Los Angeles County Stormwater Quality Management Plan (SWQMP), and
the intent of the stormwater and urban runoff NPDES Permit and Waste Discharge Requirements for the
Countyof Los Angeles, Los Angeles County Flood Control District and the incorporated Cities of Los Angeles
County under the jurisdiction of the Los Angeles Regional Water Quality Control Board. A copy of this LID
Reportwill be maintained at the project site/office.
This LID Reportwill be reviewed with the facility operator, facility supervisors, employees, tenants,
maintenance and service contractors, or any other party having responsibility for implementing portions of
this LID Report. At least one copy of the approved and certified copy of this LID Reportshall be available
on the subject property in perpetuity. Once the undersigned transfers its interest in the property, its
successors-in-interest shall bear the aforementioned responsibility to implement andamend the LID Report.
BKF Engineers
Company
4675 MacArthur Court, Suite 400
Bruce Kirby, P.E., Associate PrincipalNewport Beach, CA 92660
Printed Name/TitleCompany Address
(949) 526-846011/14/2025
Telephone No.Date
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ Ќ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
1.0INTRODUCTION
This Low Impact Development Report (LID) summarizes storm water protection requirements for the El
Segundo Recreation Teen Center and Teen Plaza Project
This LID Reportdescribes the permanent storm water Best Management Practices (BMPs) that will be
incorporated into the project in order to mitigate the impacts of pollutants in storm water runoff from the
proposed project. For the purposes of post-constructionstorm water quality management, the project will
follow the guidelines and requirements set forth in the County of Los Angeles
Project Applicant:MIG
360 East Second Street, Suite 675
Los Angeles, CA 90012
1.1 SITE AND PROJECT DESCRIPTION
The subject site is located in El Segundo, California. The proposed siteis located on El Segundo Teen Center
on Grand Avenue between Arena Street and Sheldon Street.The project is bounded by a slope and parking
lotto the north, Grand Avenueto the south, a driveway and restaurantto the east, and the El Segundo
Scout Houseto the west. The 0.39-acre site is currently occupied by anexisting skate park and recreation
building with a basementthat will be renovated.The proposed project will consist of:
Removal ofasphalt and concretepavement, fencing, skate park, and landscaping
Construction of a new skate park, basketball court, accessible parking and walkways, and bike racks
Installation of a storm drain system with infiltration vault located off-site
The existing development is generally flat, but slopes to the northand westand has an average slope of
5% slope.Infiltration is feasible for this project as it has an infiltration rate of 2.49in/hr.
1.2 LOW IMPACT DEVELOPMENT STRATEGIES AND GOALS
The LA County LID guidelines aim to reduce and/or eliminate the altered project area of the post-
development hydrographby reducing the peak discharge rate and volume using site design and stormwater
quality control measuresand conducting trash capture. The benefits of reduced stormwater runoff volume
include reduced pollutantloadings and increased groundwater recharge and evapotranspiration rates.
The LID strategy used to address the stormwater management goals of the county include the installation
of an ADS StormTech SC-310 infiltration chambersthat will serve to mitigate peak flows and infiltrate design
storm water volume for the developed siteand ADS Connector Pipe Screens for trash capture.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ Ѝ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
2.0DESIGNATED PROJECT REQUIREMENT
Requirements for permanentBMPs are determine based onthecriteria set forth in the LID Manual. Projects
are identified by four categories:
Designated Project
Non-Designated Project
Small-Scale Non-Designated Project
Large-Scale Non-Designated Project
2.1 DETERMINATION FOR PERMANENT BMP REQUIREMENT
The projectis considered a Designated Projectbased on the LID Manual. The project meets the following
requirements to be a Designated Project:
Redevelopment projects, which are developments that result in creation or addition or
replacement of either: (1) 5,000 square feet or more of impervious surface on a site that
was previously developed; or (2) 10,000 square feet or more of impervious surface area on
a site that was previous developed as a single-family home.
All Designated Projectsmust retain 100 percent of the Storm Water Quality Design Volume (SWQDv) on-
site through infiltration, evapotranspiration, stormwater runoff harvest and use, or a combination thereof
unless it is demonstrated that it is technicallyinfeasible to do so.
Based on the geotechnical investigation, infiltration is feasibleas the site has an infiltration rate of 2.49in/hr.
The proposed project willuseADS StormTech SC-310 chamber infiltrationsystemfor infiltrationand ADS
Connector Pipe Screens for trash capture.
See Section 5.0, Section 6.0and Appendix Efor more informationand calculations.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ Ў ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
2.2DESIGN PROCESS CHART BREAKDOWN
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ Џ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
3.0SITE ASSESSMENT AND DESIGN CONSIDERATIONS
This section discusses the steps taken for assessing the project site conditions and identifying design
considerations to determine appropriate stormwater quality control measures for the project.
3.1 VICINITY MAP
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ А ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
3.2PROJECT SUMMARY INFORMATION
PRE-PROJECT
The existing land use for the project is an existing recreation center building with a parking lot, skate park,
basketball court, and landscaping. The northern side of the project site is a slope with stairs to an adjacent
parking lot that serves both this project and parks nearby. There are no offsite drainage areas that discharge
storm water onto the project site in the pre-project condition.
The existing site is generally flat, but slopes to the north and west with an average slope of 5%. Stormwater
south of the existing recreation centerat the parking lotsurface flows offsite into the gutter along Grand
Avenue. Stormwater to the west and north of the building surface flows to an area drain that flows down to
a curb outlet at an adjacent parking lot to the north. This offsite curb outlet then flowsover the surfaceto
an offsite valley gutter which intersects Eucalyptus Drive.
POST-PROJECT
In the post-project conditions, the project site consists of a renovatedbuilding along with associated
improvements include accessible walkways, landscaping, underground utilities, and an ADS StormTech SC-
310 stormwater infiltration chamberssystemwith ADS Connector Pipe Screens for trash capture.
SUMMARY OF IMPERVIOUS AREAs
Impervious Area Pervious AreaPercent
Condition
Acres(SF)Acres(SF)Impervious(%)
Pre-Project0.39(17,041)0(0)100%
Post-Project0.39(16698)0.006(290)98%
3.3WATERSHED
The proposed development is located within the San GabrielWatershed, located within Region 4 Los
Angeles Regional Water Quality Control Board (LARWQCB). Surface flow from the project enters the
municipal storm drain system and ultimately discharges into the Pacific Ocean.
Region:Los Angeles Regional Water Quality Control Board (LARWQCB)
Receiving Water:Ballona Creek
Watershed:Ballona Creek and other Urban Watersheds
303(d) Listing:DDT, Toxicity, Cadmium, Chlordane, Copper, Lead, PCBs, Silver, Zinc, DDE,
PAHs, Indicator Bacteria
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ Б ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
3.4 GEOTECHNICAL CONDITIONS
Geotechnical information outlined below was taken from the Geotechnical Evaluation by Converse
Consultantsdated November12th, 2024.
Topography:The project siteranges from 114 feetto 121 feetabove mean sea level andsurface
drainage sheet flows acrossthe existing site to the north and to the westwith a 5%
slope.
Geologic Setting:Fill soils were encountered in all borings and ranged from approximately 3to 5ft. in
thicknessunder concrete and base layer. The fill generally consisted of brownmoist
silty sand.
Groundwater:Groundwater wasnotencountered in all boringsto 5ft. Fluctuations in groundwater
levels may occur due to variations in precipitation, ground surface topography,
subsurface stratification, irrigation, groundwater pumping, and other factors that
may not have been evident at the time of the field evaluation. According to the
groundwater contours compiled by the CDMG (1988), the historical high depth to
groundwater is mapped at the site as approximately 2 to 24ft. below the ground
surface.
See Appendix Ifor additional information.
3.5 GEOTECHNICAL HAZARDS
Geotechnical information outlined below was taken from the Geotechnical Evaluation by Converse
Consultantsdated November 12th, 2024.
The project site is situated in a seismicallyactive region although not currently designated as a State of
California Earthquake Fault Zone.The project site is not located within a potential liquefaction zone per the
State of California Seismic Hazard Zones Map. Due to the relatively flat nature ofthe project site, the risk of
lateral spreading is negligible.
See Appendix Ifor additional information.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ В ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
3.6 SITE DESIGN PRINCIPLES
Site design can protect sensitive environmental features. The intention of site design principles is to reduce
stormwater peak flows and volumes and other impacts associated with land development. The following
text discusses the low impact development BMPs outlined in the LID Manual with respect to the project.
Italicized text is takendirectly from the LID Manualand reproduced for this report. Portions of the italicized
text are condensed from the LID Manual. Immediately following and written in regular text, will be the
response as it applies to the project.
Site Planning
Project applicants must implement a holistic approach to site design in order to develop a
more hydraulically-functional site, help to maximize the effectiveness of on-site retention,
and integrate stormwater management throughout the project site. Early project site
planning can identify physical site constraints, reduce costs of downstream stormwater
quality control measures, and prevent potential project site re-design.
Response:
The project site layout conforms to natural landforms.
PROTECT AND RESTORE NATURAL AREAS
Conservation of natural areas, soils, and vegetation helps to retain numerous functions of
pre-developmenthydrology, including rainfall interception, infiltration, and
evapotranspiration. Each project site possesses unique topographic, hydrologic, and
vegetative features, some of which are more suitable for development than others. Sensitive
areas, such as streams and their buffers, floodplains, wetlands, steep slopes, and highly-
permeable soils, should be protected and/or restored. Slopes can be a major source of
sediment and should be properly protected and stabilized. Locating development in less
sensitive areas of a project site and conserving naturally vegetated areas can minimize
environmental impacts from stormwater runoff.
Response:
The project is to protect as much of the existing landscapingas feasible.
MINIMIZE IMPERVIOUS AREA
The potential for discharge of pollutants in stormwater runoff from a project site increases as
the percentage of impervious area within the project site increases because impervious areas
increase the volume and rate of stormwater runoff. Pollutants deposited on impervious areas
are easily mobilized and transported by stormwater runoff. Minimizing impervious area
through site design is an important method to reducing the pollutant load in stormwater
runoff. In addition to the environmental and aesthetic benefits, a highly pervious site may
allow reduction of potential downstream conveyance and stormwater quality control
measures, yielding savings in development costs. Minimizing impervious area will also reduce
the stormwater runoff coefficient, which is directly proportional to the volume of stormwater
runoff that must be retained on-site.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊЉ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
Response:
The projectminimizes additional impervious area to the full extent possible.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊЊ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
4.0SOURCE CONTROL MEASURES
Source control measures are designed to prevent pollutants from contacting stormwater runoff or prevent
discharge of contaminated stormwater runoff to the storm drain system and/or receiving water. This section
describes structural type, source control measures that will be considered for implementation in conjunction
with appropriate non-structural source control measures. The following text discusses the source control
measures BMPs from the LID Manual with respect to the project. Italicized text is taken directly from the LID
Manual, and reproduced for this report. Portions of the italicized text are condensed from the LID Manual.
Immediately following and written in regular text, will be the response as it applies to the project. For more
information regarding the Source Control Measures outlined below, see Appendix D from the LID Manual.
S-1: STORM DRAIN MESSAGE AND SIGNAGE
Signs with language and/or graphical icons that prohibit illegal dumping, must be posted at
designated public access points along channels and streams within the project area. Consult with Los
Angeles County Department of Public Works (LACDPW) staff to determine specific signage
requirements for channels and streams.
Storm drain message markers, placards,
Dumping
project area to discourage illegal or inadvertent dumping. Signs should be placed in clear sight facing
anyone approaching the storm drain inlet or catch basin from either side (see Figure D-1 and Figure
D-2). LACDPW staff should be contacted to determine specific requirements for types of signs and
methods of application. A stencil can be purchased for anominal fee from LACDPW Building and
Safety Office by calling (626) 458-3171. All storm drain inlet and catch basin locations must be
identified on the project site map.
Response:
Drains to
S-2: OUTDOOR MATERIAL STORAGE
Design specifications for material storage areas are regulated by local building and fire codes,
ordinances, and zoning requirements. Source control measures presented in the LID Manualare
intended to enhance and be consistent with local code and ordinance requirements while addressing
stormwater runoff concerns. The design specifications, presented in Table D-2in the LID Manual, must
be incorporated into the design of outdoor material storage areas when stored materials could
contribute pollutants to the storm drain system. The level of controls required varies relative to the
risk category of the material stored.
Response:
The project does not propose any outdoor material storage areas. If these conditions change, it is
the responsibility of the project site owner/operator to ensure that outdoor materials storage will
be designed pursuant to the guidelines outlined above and in the LID Manual.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊЋ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
S-3: OUTDOOR TRASH STORAGE AND WASTE HANDLING AREA
Wastes from commercial and industrial sites are typically hauled away for disposal by either public
or commercial carriers that may have design or access requirements for waste storage areas. Design
specifications for waste handling areas are regulated by local building and fire codes and by current
County ordinances and zoning requirements. The design specifications, listed below in Table D-3, are
recommendations and are not intended to conflict with requirements established by the waste hauler.
The design specifications are intended to enhance local codes and ordinances while addressing
stormwater runoff concerns. The waste hauler should be contacted prior to the design of trash storage
and collection areas to determine established and accepted guidelines for designing trash collection
areas. All hazardous waste must be handled in accordance with the legal requirements established in
Title 22 of the California Code of Regulations. Conflicts or issues should be discussed with LACDPW
staff.
Response:
The project site does not proposestorage areas for trash compactors. If these conditions change,
it is the responsibility of the project site owner/operator to ensure that outdoor trash storage and
waste handlingwill be designed pursuant to the guidelines outlined above and in the LID Manual.
S-4: OUTDOOR LOADING/UNLOADING DOCK AREA
Design specifications for outdoor loading/unloading dock areas are regulated by local building and
fire codes and by current County ordinances and zoning requirements. Additionally, individual
businesses may have their own design or access requirements forloading docks. Design specifications
presented in this fact sheet are intended to enhance and be consistent with these code and ordinance
requirements while addressing stormwater runoff concerns. The design specifications presented in
Table D-4 are not intended to conflict with requirements established by individual businesses, but
should be followed to the maximum extent practicable.
Response:
The project does not propose any outdoor loading and unloading dock areas. If these conditions
change, it is the responsibility of the project site owner/operator to ensure that outdoor materials
storage will be designed pursuant to the guidelines outlined above and in the LID Manual.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊЌ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
S-5: OUTDOOR VEHICLE/EQUIPMENT REPAIR/MAINTENANCE AREA
Design specifications for vehicle and equipment repair/maintenance areas are regulated by local
building and fire codes and by current County ordinances and zoning requirements. The design
specifications presented in this fact sheet are intended to enhance and be consistent with these code
and ordinance requirements while addressing stormwater runoff concerns. The design specifications
required for vehicle and equipment repair/maintenance areas are presented in Table D-5. All wash
water and hazardous and toxic wastes must be prevented from entering the storm drain system.
Response:
The project does not propose any outdoor vehicle equipment repair areas, or outdoor vehicle
maintenanceareas. If these conditions change, it is the responsibility of the project site
owner/operator to ensure that outdoor materials storage will be designed pursuant to the
guidelines outlined above and in the LID Manual.
S-6: OUTDOOR VEHICLE/EQUIPMENT/ACCESSORY WASHING AREA
Design specifications for vehicle/equipment/accessory washing areas are regulated by local building
and fire codes and current County ordinances and zoning requirements. The design specifications
presented in Table D-6 are intended to enhance and be consistent with these requirements while
addressing stormwater runoff concerns. All wash water and hazardous and toxic wastes must be
prevented from entering the storm drain system.
Response:
The project does not propose any outdoor vehicle equipment areas or outdoor vehicle accessory
washing areas. If these conditions change, it is the responsibility of the project site owner/operator
to ensure that outdoor materials storage will be designed pursuant to the guidelines outlined above
and in the LID Manual.
S-7: FUEL AND MAINTENANCE AREA
Design specifications for fuel and maintenance areas are regulated by local building and fire codes
and current County ordinances and zoning requirements. The design specifications presented in Table
D-7 are intended to enhance and be consistent with these code and ordinance requirements while
addressing stormwater runoff concerns.
Response:
The project does not propose any fuel and maintenance areas. If these conditions change, it is the
responsibility of the project site owner/operator to ensure that outdoor materials storage will be
designed pursuant to the guidelines outlined above and in the LID Manual.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊЍ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
S-8: LANDSCAPE IRRIGATION PRACTICES
Choose plants that minimize the need for fertilizer and pesticides.
Group plants with similar water requirements and water accordingly.
Use mulch to minimize evaporation and erosion.
Include a vegetative boundary around project site to act as a filter.
Design the irrigation system to only water areas that need it.
Install an approved subsurface drip, pop-up, or other irrigation system. The irrigation system should
employ effective energy dissipation and uniform flow spreading methods to prevent erosion and
facilitate efficient dispersion.
Install rain sensors to shut off the irrigation system during and after storm events.
Include pressure sensors to shut off flow-through system in case of sudden pressure drop. A sudden
pressure drop may indicate a broken irrigation head or water line.
If the hydraulic conductivity in the soil is not sufficient for the necessary water application rate,
implement soil amendments to avoidpotential geotechnical hazards (i.e., liquefaction, landslide,
collapsible soils, and expansive soils).
For sites located on or within 50 feet of a steep slope (15% or greater), do not irrigate landscape within
three days of a storm event to avoid potential geotechnical instability.
Implement Integrated Pest Management practices
For additional guidelines and requirements, refer to the Los Angeles County Department of Health
Services.
Response:
The project does not propose any irrigation due to the small footprint of each landscaping area.
S-9: BUILDING MATERIAL SELECTION
Lumber
Decks and other house components constructed using pressure-treated wood that is typically treated
using arsenate, copper, and chromium compounds are hazardous to the environment. Pressure-
treated wood may be replaced with cement-fiber or vinyl.
Roofs, Fencing, and Metals
Minimizing the use of copper and galvanized (zinc-coated) metals on buildings and fencing can
reduce leaching of these pollutants into stormwater runoff. The following building materials are
conventionally made of galvanized metals:
o Metal roofs
o Chain-link fencing and siding
o Metal downspouts, vents, flashing, and trim on roofs.
Architectural use of copper for roofs and gutters should be avoided. As an alternative to copper and
galvanized materials, coated metal products are available for both roofing and gutter application.
Vinyl-coated fencing is an alternative to traditional galvanized chain-link fences. These products
eliminate contact of bare metal with precipitation or stormwater runoff, and reduce the potential for
stormwater runoff contamination. Roofing materials are also made of recycled rubber and plastic.
Green roofs may be an option. Green roofs use vegetation such as grasses and other plants as an
exterior surface. The plants reduce the velocity of stormwater runoff and absorb water to reduce the
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊЎ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
volume of stormwater runoff. One potential problem with using green roofsin the Los Angeles County
area is the long, hot and dry summers, which may kill the plants if they are not watered. See the Green
Roof Fact Sheet (RET-7) in Appendix E of the LID Manual.
Response:
Building material selection will be designed pursuant tothe guidelines outlined above and in the
LID Manual.
S-10: ANIMAL CARE AND HANDLING FACILITIES
Site barns, corrals, and pastures on property that drains away from the storm drain system and
receiving waters.
Locate animal washing areas, pastures, horse riding areas, stalls, or cages at least 50 feet away from
storm drains, domestic wells, septic tank or leach field sites, and receiving waters.
Design berms, gutters, or grassed ditches to divert stormwater runoff away from animal area, storm
drain system, and receiving waters.
Cover animal enclosures (i.e., stables) to protect them from precipitation.
Prevent animals from entering sensitive environmental areas.
Regularly sweep or shovel animal holding areas.
Response:
The project does not propose any animal care or handling facilities. If these conditions change, it is
the responsibility of the project site owner/operator to ensure that outdoor materials storage will
be designed pursuant to the guidelines outlined above and in the LID Manual.
S-11: OUTDOOR HORTICULTURE AREAS
Do not allow wash water from the horticulture area to drain directly to the storm drain system or
receiving waters
Response:
The project does not propose outdoor horticulture areas. If these conditions change, it is the
responsibility of the project site owner/operator to ensure that outdoor materials storage will be
designed pursuant to the guidelines outlined above and in the LID Manual.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊЏ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
5.0STORMWATER QUALITY DESIGN VOLUME CALCULATIONS
Current water quality requirements are based on treating a specific volume of stormwater runoff from the
project site (stormwater quality design volume \[SWQDv\]).By treating the SWQDv, it is expected that
pollutant loads, which are typically higher during the beginning of storm events, will be reduced in the
discharge to or prevented from reaching the receiving waters.
5.1 DESIGN STORM EVENT
The design storm, for which the SWQDv is calculated, is defined as the greater of:
The 0.75-inch, 24-hour rain-event; or
The 85th percentile, 24-hour rain event as determined from the Los Angeles County 85th percentile
precipitation isohyetmap.
It was determined that the 85th percentile, 24-hour rain event will be the design storm for which the SWQDv
will be calculated for this project site as shown below.
th
The 85thpercentile, 24-hour rain = 0.90in.>0.75-inches\[Use85percentile\]
Note:
The 85th percentile, 24-hour rain event precipitation was found using the Los Angeles County Hydrology
Map GIS Viewer, see Appendix C.
5.2STORMWATER QUALITY DESIGN VOLUME (SWQDV)
The project sitewas determined to be a Designated Project;therefore,the project siteis required to retain
100% of the SWQDv on-site. The SWQDv for the sitewascalculated using the HydroCalc software
developed by Los Angeles County Department of Public Works (LACDPW). The software completes the full
MODRAT calculation process and produces the peak stormwater runoff flow rates and volumes for single
subareas. HydroCalc is limited to watersheds and project areas up to 40 acres.
Using the following inputs in HydroCalc, aSWQDv of 1,200CFis determined:
Area = 0.39Acres
85th percentile Rainfall Depth = 0.90in
Percent Impervious = 98%
Soil Type = 010
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊА ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
6.0STORMWATER QUALITY CONTROL MEASURES
Stormwater quality control measures are required to augment site design principles and source control
measures to reduce the volume of stormwater runoff and potential pollution loads in stormwater runoff to
the maximum extent practicable. Stormwater quality control measures are designed to handle the frequent,
smaller storm events, or the initial volume of stormwater runoff from larger storm events (typically referred
to as first flush events). The first flush of larger storm events is the initial period of the storm where
stormwater runoff typically carries the highest concentration and loads of pollutants. Small, frequent storm
events represent most of the total annual average precipitation in the County. The LID Ordinance requires
that all Designated Projects retain the SWQDv on-site using retention-based stormwater quality control
measures (infiltration and/or stormwater runoff harvest and use) or biofiltrate 1.5 times the SWQDv if
infiltration is not feasible.
Thestormwater quality control measures outlined in the LID Manual were evaluated. It was determined
that the most practicable treatment BMP for the project will be the following:
Infiltration Basin (RET-2)
6.1INFILTRATION VAULTSIZING
Stormwater runoff drains away from the building on the north, east, and west then sheet flows to a network
of inlets and into the proposed stormwater treatment and detention system. The ADS SC-310 infiltration
chamber system is designed to treat the SWQDv of 1,200CF. Overflow of excess stormwater beyond the
SWQDv willbubble up from a grated drop inlet adjacent to the ADS Nyloplast drain basinand will enter a
valley gutter which flows downstream to a catch basin on Eucalyptus Drive.
Calculations for the infiltration vaultis available in Appendix E.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊБ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
7.0HYDROMODIFICATION
All Designated projects located within natural drainage systems thathavenot been improvedor drainage
systems that are tributary to a natural drainage system are required to implement hydromodification
controls.
Projects may be exempt from implementation of hydromodification control measures where assessments
of downstream channel conditions and proposed discharge hydrology indicate adverse hydromodification
effects to beneficial uses of natural drainage systems are unlikely.
The proposed project hasbeen determined to be EXEMPT from hydromodification requirements since it is
not located within a natural drainage systemand is a redevelopment of a previously developed site in an
urbanized area that does not decrease the infiltration capacitycompared to the pre-project conditions.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЊВ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
8.0STORMWATER QUALITY CONTROL MEASURE MAINTENANCE
Continued effectiveness of stormwater quality control measures specified in the LID Standards Manual
depends on on-going inspection and maintenance. All publicly maintained stormwater quality control
measures must have easements for access and maintenance or be in lots dedicated to the County in fee
title. To ensure that such maintenance is provided, LACDPW may require the submittal of a Maintenance
Plan and execution of a Maintenance Agreement with the owner/operator of stormwater quality control
measures. The property owner or his/her designee is responsible for complying with the Maintenance
Agreement outlined in the LID Manual. A copy of the Maintenance Agreement is provided in Appendix H.
8.1 MAINTENANCE RESPONSIBILITY
The Owner of the project site is the site operator and will be the party responsible to ensure implementation
and funding of maintenance of permanent BMPs.
It is anticipated that the owner of the project will manage multiple separate maintenance contracts for
different types ofmaintenance (e.g., landscape maintenance vs. maintenance of the BMPs). Throughout this
8.2 INSPECTION AND MAINTENANCE FOR SOURCE CONTROL MEASURES
The following source control measures for the project requires permanent maintenance:
None
8.3 INSPECTION AND MAINTENANCE FOR STORM QUALITY MEASURES
The following storm quality measurefor the project requires permanent maintenance:
Underground infiltrationvaults
The discussions below provide inspection criteria, maintenance indicators, and maintenance activities for
the above listed storm quality measurethat require permanent maintenanceaccording to manufacturer
recommendations.These proprietary systems shall be inspected and maintained permanufacturer
specifications and recommendations.See Appendix Gfor the Operations and Maintenance of each BMP
listed above.
8.4 INSPECTION AND MAINTENANCE FREQUENCY
The Table below lists the BMPs to be inspected and maintained and the minimum frequency of inspection
and maintenance activities.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЋЉ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
BMPInspection Maintenance Frequency
Frequency
Landscape Irrigation PracticesMonthlyRoutine trimming and trash removal;
monthly non-routine maintenance as-
needed based on maintenance indicators in
Section 8.2.
Underground InfiltrationVaultsSemiannuallyand Routine maintenance to clean the
after major storm underground detention chamber of
eventssediments, trash, and debris.Routine
maintenance semiannually.Inspect sediment
in Inspection Port and Isolator Row Plus and
clean with JetVac.
FlexStorm Connector Pipe Semiannuallyand Routine maintenance of removing trash and
Screen Trash Capture after major storm sediment from initial trash capture.
events
Thefrequencies given in the Summary Table of Inspection and Maintenance Frequency are minimum
recommended frequencies for inspection and maintenance activities for the project. Typically, the frequency
of maintenance required for permanent BMPs is site and drainage area specific. If it is determined during
the regularly scheduled inspection and/or routine maintenance that a BMP requires more frequent
maintenance (e.g., to remove accumulated trash) it may be necessary to increase the frequency of inspection
and/or routine maintenance. If it is determined during the regularly scheduled inspection that the
maintenance thresholds are consistently met or exceeded, it may be necessary to increase the frequency of
inspection and routine maintenance.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЋЊ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
8.5 RECORD KEEPING REQUIREMENTS
The party responsible to ensure implementation and funding of maintenance of permanent BMPs shall
maintain records documenting the inspection and maintenance activities. The records must be kept a
minimum of 5 years and shall be made available to the City of El Segundofor inspection upon request at
any time.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЋЋ ƚŅ ЋЌ
Agreement No. 7590
.YC 9bDLb99w{
9.0SUMMARY
This Low Impact Development Report (LID) summarizes the permanent storm water management features
proposed for the project site that will collectively meet the requirements set forth in the LIDManual. The
project meets the hydromodification exemption criteria and is not required to implement hydromodification
management facilities as discussed in Section 7.0 of this report.
based on theLID Manual as discussed in Section 2.1.
-site and identification of
receiving waters that are listed as impaired on the 2010 CWA Section 303(d) List of Water Quality Limited
Segments,the following are the projectpollutants of concern: Trash, DDT, Toxicity, Cadmium, Chlordane,
Copper, Lead, Copper, Lead, PCBs, Silver, Zinc, DDE, PAHs, and Indicator Bacteria.
In addition to treatment control BMPs, the project will incorporate source control BMPs which are described
in Section 4.0 and Section 6.0.
The project includes a proposed network of storm water management featuresthat will utilize source
control measures to meet the requirements for stormwater quality design measure. The following list
provides a summary of stormwater quality design measuresselected for the project site:
Infiltration Basin (RET-2)
The above stormwater quality design measurewas
efficiency for thetargeted pollutants of concern as discussed in Section 3.3 and Section 6.1.
The stormwater quality design measure maintenance inSection 8.0 of this report provides inspection
criteria, maintenance indicators, and maintenance activities for the above-listed BMPs that require
permanent maintenance.
This report accompanies a set of construction drawings and specifications which detail the construction,
operation, and maintenance of the proposed Low Impact Development (LID) design elements for this site.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571 tğŭĻ ЋЌ ƚŅ ЋЌ
Agreement No. 7590
APPENDIX A
VICINITY MAP
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
APPENDIX B
LID EXHIBIT
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
Agreement No. 7590
APPENDIX C
COUNTY OF LOS ANGELES HYDROLOGY MAPS
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
2/1!JODI
QSPKFDU!MPDBUJPO;
96UI!QFSDFOUJMF
TUPSN!>!1/:1!JODIFT
1/:1
1/91
Agreement No. 7590
QSPKFDU!MPDBUJPO;
TPJM!DMBTT!>!121
Agreement No. 7590
APPENDIX D
TH
HYDROCALC OUTPUT 85 PERCENTILE STORM
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
Peak Flow Hydrologic Analysis
Gjmf!mpdbujpo;!00CLG.OC0wpm5031350351144`Fm`Tfhvoep`Sfdsfbujpobm`Qbsl0.21`UffoDus`UffoQmb{b0EPD016.Eftjho0Sfqpsut`Dbmdt0Tupsnxbufs0MJE036`1513!FTQ`Uffo!Dfoufs!.!ENB!2/qeg
Wfstjpo;!IzespDbmd!2/1/4
Input Parameters
Qspkfdu!ObnfFm!Tfhvoep!Uffo!Dfoufs!boe!Qmb{b
Tvcbsfb!JEENB.2
Bsfb!)bd*1/4:
Gmpx!Qbui!Mfohui!)gu*271/1
Gmpx!Qbui!Tmpqf!)wgu0igu*1/13
96ui!Qfsdfoujmf!Sbjogbmm!Efqui!)jo*1/:
Qfsdfou!Jnqfswjpvt1/::
Tpjm!Uzqf21
Eftjho!Tupsn!Gsfrvfodz96ui!qfsdfoujmf!tupsn
Gjsf!Gbdups1
MJEUsvf
Output Results
Npefmfe!)96ui!qfsdfoujmf!tupsn*!Sbjogbmm!Efqui!)jo*1/:
Qfbl!Joufotjuz!)jo0is*1/4818
Voefwfmpqfe!Svopgg!Dpfggjdjfou!)Dv*1/2
Efwfmpqfe!Svopgg!Dpfggjdjfou!)De*1/9:3
Ujnf!pg!Dpodfousbujpo!)njo*22/1
Dmfbs!Qfbl!Gmpx!Sbuf!)dgt*1/23:
Cvsofe!Qfbl!Gmpx!Sbuf!)dgt*1/23:
35.Is!Dmfbs!Svopgg!Wpmvnf!)bd.gu*1/136:
35.Is!Dmfbs!Svopgg!Wpmvnf!)dv.gu*2238/243:
Agreement No. 7590
APPENDIX E
STORMWATER QUALITY DESIGN MEASURE CALCULATIONS
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
Stormwater Quality Design Measure Calculations
Date:6/4/2025
Job No.:
Project:
Description and Assumptions:
* Based on County of Los Angeles Low Impact Development Standard Manual
Design Frequency = 85th Percentile, 24-Hour Rain Event = 0.90 in
STORMWATER QUALITY DESIGN CALCS FOR BMP #1
Area Summary
Bsfb!
Tvsgbdf!UzqfBsfb!)tg*
)bdsft*
Impervious 27-862 Љ͵ЌБ
Pervious 3:1 Љ͵ЉЊ
TOTAL17,041 0.39
Step 1: Determine the Stormwater Quality Design Volume (SWQDv)
3
85th Percentile SWQDv per HydroCalc Output in Appendix D=ft
1,130
HydroCalc Design Volume (SWQDv) output is an accepted value per section 6.3 in the LA County Low
Impact Development Standards Manual
(See Appendix D for Hydrocalc Analysis)
Step 2: Determine the design infiltration rate
f= f/FS
designmeasured
f = 2.49in/hr
measured
FS =2
f=1.25 in/hr
design
Step 3: Determine the BMP surface area
d= f/12 x t
max design
Where:
d= Maximum depth of water that can be infiltrated within the max detention time \[ft\]
max
f = Design infiltration rate \[in/hr\]
design
t = Maximum retention time (max 96 hrs) \[hr\]
d=9.96 ft
max
BKF Engineers
4675 MacArthur Court, Suite 400
Newport Beach, California 92660
Agreement No. 7590
Select a ponding depth less than the maximum ponding depth
d
maxp
Where:
d = Maximum depth of water that can be infiltrated within the maximum detention
max
time \[ft\]
d = Ponding depth \[ft\]
p
d=1.33ft
p
Calculate the infiltrating surface area (bottom of the bioretention area) required
A = SWQDv / d
p
A=850sf
Calculate infiltration surface area provided
Treatment Volume Provided =1200cf
d=1.33ft
p
Area Provided=900sf
Advanced Drainage Systems (ADS) provided calculations for drawdown time with a factor of safety of 2
Surface Area (SF)fVolume (CF)ağǣ 5ƩğǞķƚǞƓ
design (in/hr)
9001.24 ЊЋЉЉ 96hrs
Drawdown (hr)=12.13hr ѡağǣ 5ƩğǞķƚǞƓ
BKF Engineers
4675 MacArthur Court, Suite 400
Newport Beach, California 92660
Agreement No. 7590
APPENDIX F
BMP MANUFACTURERS BROCHURES
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
APPENDIX G
BMP OPERATION & MAINTENANCE
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
Agreement No. 7590
APPENDIX H
COVENANT AND AGREEMENT
City of El Segundo to provide covenant and agreement.
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
APPENDIX I
GEOTECHNICAL REPORT (FOR REFERENCE ONLY)
CLG!FohjoffstMpx!Jnqbdu!Efwfmpqnfou!Sfqpsu
5786!NbdBsuivs!Dpvsu-!Tvjuf!511CLG!Qspkfdu!Op/!31351144
Ofxqpsu!Cfbdi-!Dbmjgpsojb!:3771
Q!:5:/637/9571
Agreement No. 7590
HFPUFDIOJDBM!JOWFTUJHBUJPOBOE!QFSDPMBUJPOSFQPSU
C ITY OF E L S EGUNDO R ECREATION P ARK R ENOVATION P ROJECT-P HASE 1
512T IFMEPO!T USFFU
F M T FHVOEP-D BMJGPSOJB:1356
C ONVERSE P ROJECT N O.24-31-126-01
Prepared For:
MIG
Ns/!Tufwf!Mboh-!QMB
Qsjodjqbm
21:!Xftu!Vojpo!Bwfovf
Gvmmfsupo-!Dbmjgpsojb!:3943
Presented By:
C ONVERSE C ONSULTANTS
828!Tpvui!Nzsumf!Bwfovf
Npospwjb-!Dbmjgpsojb:2127
737.:41.2311
Opwfncfs!23-!3135
Agreement No. 7590
Converse Consultants
Geotechnical Engineering, Environmental & Groundwater Science, Inspection & Testing Services
Opwfncfs!23-!3135
Ns/!Tufwf!Mboh-!QMB
Qsjodjqbm
NJH
21:!XftuVojpo!Bwfovf
Gvmmfsupo-!Dbmjgpsojb!:3943!
Tvckfdu;GEOTECHNICAL INVESTIGATIONAND PERCOLATIONREPORT
City of El Segundo Recreation Park RenovationProject-Phase 1
512Tifmepo!Tusffu-!Djuz!pg!Fm!Tfhvoep
Mpt!BohfmftDpvouz-!Dbmjgpsojb!:1356
!!Dpowfstf!Qspkfdu!Op/!35.42.237.12!
Efbs!Ns/!Mboh;!
Dpowfstf!Dpotvmubout!)Dpowfstf*!ibt!qsfqbsfe!uijt!hfpufdiojdbm!jowftujhbujposfqpsu!up!
qsftfou!uif!gjoejoht-!dpodmvtjpot-!boe!sfdpnnfoebujpot!pg!pvs!hfpufdiojdbm!Jowftujhbujpo
gps!uif!Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!SfopwbujpoQspkfdu.Qibtf!2-!mpdbufe!buDjuz!
pg!Fm!Tfhvoep-Mpt!BohfmftDpvouz-!Dbmjgpsojb/
Dpowfstf!fwbmvbufe!uif!obuvsf!boe!fohjoffsjoh!qspqfsujft!pg!uif!tvctvsgbdf!tpjmt!up!
qspwjef!hfpufdiojdbm!sfdpnnfoebujpot!gps!tjuf!fbsuixpsl-!gpvoebujpo!eftjho!boe!
dpotusvdujpo!gps!uif!qspqptfe!qspkfdu!efwfmpqnfou/!Pvs!tfswjdft!xfsf!qfsgpsnfe!jo!
bddpsebodf!xjui!pvs!qspqptbm!ebufe!Kbovbsz!3:-!3135/!
Xf!bqqsfdjbuf!uif!pqqpsuvojuz!up!cf!pg!tfswjdf!up!zpv/!Jg!zpv!ibwf!boz!rvftujpot-!qmfbtf!
ep!opu!iftjubufup!dpoubdu!vt!bu!)737*!:41.2386/!
Tjodfsfmz-
CONVERSE CONSULTANTS
Tjwb!L/!Tjwbuibtbo-!QiE-!QF-!HF-!EHF-!RTE-!G/!BTDF
Tfojps!Wjdf!Qsftjefou0Qsjodjqbm!Fohjoffs
828!Tpvui!Nzsumf!Bwfovf-!Npospwjb-!Dbmjgpsojb!:2127
Ufmfqipof;!)737*!:41.2311!Gbdtjnjmf;!)737*!:41.2323!xxx/dpowfstfdpotvmubout/dpn
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!jj
PROFESSIONAL CERTIFICATION
Uijt!sfqpsu!gps!uif!Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf2-
mpdbufe!jouif!djuz!pgFm!Tfhvoep-!Mpt!Bohfmft-!Dbmjgpsojb-!ibt!cffo!qsfqbsfe!cz!uif!tubgg!
pg!Dpowfstf!voefs!uif!qspgfttjpobm!tvqfswjtjpo!pg!uif!joejwjevbmt!xiptf!tfbmt!boe!
tjhobuvsft!bqqfbs!ifsfpo/
Uif!gjoejoht-!sfdpnnfoebujpot-!tqfdjgjdbujpot-!ps!qspgfttjpobm!pqjojpot!dpoubjofe!jo!uijt!
sfqpsu!xfsf!qsfqbsfe!jo!bddpsebodf!xjui!hfofsbmmz!bddfqufe!qspgfttjpobm!fohjoffsjoh!boe!
fohjoffsjoh!hfpmphjd!qsjodjqmft!boe!qsbdujdf!jo!uijt!bsfb!pg!Tpvuifso!Dbmjgpsojb/!Uifsf!jt!
op!xbssbouz-!fjuifs!fyqsfttfe!ps!jnqmjfe/
Jo!uif!fwfou!uibu!dibohft!up!uif!qspqfsuz!pddvs-!ps!beejujpobm-!sfmfwbou!jogpsnbujpo!bcpvu!
uif!qspqfsuz!jt!cspvhiu!up!pvs!buufoujpo-!uif!dpodmvtjpot!dpoubjofe!jo!uijt!sfqpsu!nbz!opu!
cf!wbmje!vomftt!uiftf!dibohft!boe!beejujpobm!sfmfwbou!jogpsnbujpo!bsf!sfwjfxfe-boe!uif!
sfdpnnfoebujpot!pg!uijt!sfqpsu!bsf!npejgjfe!ps!wfsjgjfe!jo!xsjujoh/
Spcjo!D/!Ejb{-!QiE
Qspkfdu!Fohjoffs0Hfpmphjtu
Tjwb!L/!Tjwbuibtbo-!QiE-!QF-!HF-!EHF-!RTE-!G/!BTDF
Qsftjefou0Qsjodjqbm!Fohjoffs
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!jjj
EXECUTIVE SUMMARY
Uif!gpmmpxjoh!jt!b!tvnnbsz!pg!pvs!hfpufdiojdbm!tuvez-!gjoejoht-!dpodmvtjpot-!boe!
sfdpnnfoebujpot-!bt!qsftfoufe!jo!uif!cpez!pg!uijt!sfqpsu/!!Qmfbtf!sfgfs!up!uif!bqqspqsjbuf!
tfdujpot!pg!uif!sfqpsu!gps!dpnqmfuf!dpodmvtjpot!boe!sfdpnnfoebujpot/!Jo!uif!fwfou!pg!b!
dpogmjdu!cfuxffo!uijt!tvnnbsz!boe!uif!sfqpsu-!ps!bopnjttjpo!jo!uif!tvnnbsz-!uif!sfqpsu!
tibmm!qsfwbjm/
Uif!qspkfdu!tjuf!jt!mpdbufe!bu!512!Tfmepo!Tu-!Djuz!pg!Fm!Tfhvoep-!Mpt!Bohfmft!
Dbmjgpsojb/Uif!qspkfdu!xjmm!jodmvefofx!hsbtt!uvsg!boe!jssjhbujpo!xjui!uif!qpttjcjmjuz!
pg!jnqspwfe!esbjobhfboe!b!qfsdpmbujpo!uftujoh/!Jefoujgjdbujpo!pg!pme!cvsjfe!ujmf-!boe!
efnpmjujpo!boe!dpotusvdujpo!pg!b!ofx!tlbufcpbse!gjfme/!
B!upubm!pg!fjhiuffo!)29*!fyqmpsbupsz!cpsjoht!xfsf!esjmmfebu!uisff!tfqbsbuf!mpdbujpot!
xjuijo!uif!qbsl!bt!gpmmpxt;!Uisff!)4*!dpodsfuf!dpsf!fyusbdujpot!xjui!cpsfipmft!bu!
gjwf!gffu!effq!bu!uif!fyjtujoh!tlbufcpbse!gjfme-!gpvs!)5*!gjwf!gffu!cpsjoht!jodmvejoh!
pof!)2*!gps!qfsdpmbujpo!uftujoh!bu!uif!tpgucbmm!gjfme-!boe!fmfwfo!)22*!fyqmpsbujpo!
cpsjoht!bu!uisff!gffu!up!mpdbuf!uif!qsftfodf!pg!pme!cvsjfe!ujmft/!Bmm!cpsfipmft!xfsf!
bewbodfe!vtjoh!b!iboebvhfs-!xjuijo!uif!qspkfdu!tjuf!cfuxffo!Pdupcfs!27!boe!28-!
3135/!
Uif!fbsui!nbufsjbmt!fodpvoufsfe!evsjoh!pvs!jowftujhbujpo!dpotjtu!pg!fyjtujoh!gjmm!tpjmt!
qmbdfe!evsjoh!qsfwjpvt!tjuf!hsbejoh!pqfsbujpot-!pme!ujmf!gsbhnfout!bu!uif!Csfuu!Gjfme
boe!obuvsbm!bmmvwjbm!tpjmt!up!b!nbyjnvn!efqui!pg!6!gffu!cht/Uif!gjmmtpjmt
fodpvoufsfe!dpotjtufe!qsjnbsjmz!pg!tboet!boe!tjmuz!tboet/!!Uifobujwfbmmvwjbm!tpjm!
efqptjut!cfmpx!uif!gjmmtqsjnbsjmz!dpotjtut!pg!tboet-!boe!tjmuz!tboet/!
Hspvoexbufs!xbt!opu!fodpvoufsfe!evsjoh!pvs!tvctvsgbdf!fyqmpsbujpo/!
Uif!qspkfdu!tjuf!jt!opu!mpdbufe!xjuijo!b!dvssfoumz!eftjhobufe!Tubuf!pg!Dbmjgpsojb!
Fbsuirvblf!Gbvmu!\[pof!)gpsnfsmz!Bmrvjtu.Qsjpmp!Tqfdjbm!Tuvejft!\[poft*!gps!tvsgbdf!
gbvmu!svquvsf/!Op!tvsgbdf!gbvmut!bsf!lopxo!up!qspkfdu!uispvhi!ps!upxbset!uif!tjuf/
Uif!tjuf!jtopumpdbufe!xjuijo!b!nbqqfe!Tfjtnjd!Ib{bse!\[pof!gps!mjrvfgbdujpo/!
!Pwfs.fydbwbujpo!boe!sf.dpnqbdujpo!pg!uif!gjmm!tpjmt!boe!vqqfs!bmmvwjvn!tfejnfout
jt!sfdpnnfoefe/!Uif!njojnvn!efqui!pg!pwfs.fydbwbujpo!tipvme!cf!4!gffu!cfmpx!
uif!hspvoe!tvsgbdf!ps!bu!mfbtu!3!gffu!cfmpx!cpuupn!pg!qspqptfe!tibmmpx!
gpvoebujpot-!xijdifwfs!jt!effqfs/Uif!pwfs.fydbwbujpo!boe!sf.dpnqbdujpo!bsf
sfdpnnfoefe!up!fyufoe!4!gffu!cfzpoe!uif!fehftpg!uif!cvjmejoh!tusvduvsf!
gpvoebujpot/!
Jg!mpptf!ps!tpgu!tpjmt!bsf!fodpvoufsfe-!pwfs.fydbwbuf!bo!beejujpobm!29!jodift!effq-!
boe!uifo!qmbdf!29.jodi.uijdl!dpnqbdufe!cbtf!nbufsjbm!)DBC!ps!frvjwbmfou*!up!
csjehf!uif!tpgu!cpuupn/!Cbtf!tipvme!cf!dpnqbdufe!up!:6&!sfmbujwf!dpnqbdujpo/!Bo!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!jw
beejujpobm!mbzfs!pg!hfpgbcsjd!nbz!cf!offefe!po!upq!pg!cbtf!efqfoejoh!po!uif!bduvbm!
tjuf!dpoejujpot/
Tjuf!tpjmt!uftufe!ibwf!ofhmjhjcmf!dpodfousbujpot!pg!xbufs.tpmvcmftvmgbuft-!xijdi!
jt!dpotjefsfe!opo.dpssptjwf!up!dpodsfuf/
Uif!qI!wbmvf!boe!dimpsjef!dpoufou!pg!uif!tbnqmf!uftufe!jt!jo!uif!opo.dpssptjwf!
sbohf/!!Ipxfwfs-!uif!sftjtujwjuz!jt!jo!uif!dpssptjwf!sbohf!up!gfsspvt!nfubmt!bu!uif!
qspkfdu!tjuf/
Uif!qspqptfe!jnqspwfnfoutnbz!cf!tvqqpsufe!cz!tibmmpx!gpvoebujpotgpvoefe!
po!dpnqbdufe!gjmm/
Qfsdpmbujpo!uftu!xbt!qfsgpsnfe!gps!uif!tvckfdu!qspkfdu!tjuf!boe!uif!sftvmut!bsf!
qsftfoufe!jo!Bqqfoejy!D/
Sftvmut!pg!pvs!tuvez!joejdbuf!uibu!uif!tjuf!jt!tvjubcmf!gspn!b!hfpufdiojdbm!tuboeqpjou!gps!
uif!qspqptfe!efwfmpqnfou-!qspwjefe!uibu!uif!sfdpnnfoebujpot!dpoubjofe!jo!uijt!sfqpsu!
bsf!jodpsqpsbufe!joup!uif!eftjho!boe!dpotusvdujpo!pg!uif!qspkfdu/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!w!
TABLE OF CONTENTS
Qbhf!Ovncfs
1.0INTRODUCTION.............................................................................................................................. 1
2.0SITE AND PROJECT DESCRIPTION............................................................................................. 1
3/2T JUF!E FTDSJQUJPO/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////!2
3/3Q SPKFDU!E FTDSJQUJPO//////////////////////////////////////////////////////////////////////////////////////////////////////////////////!2
3.0SCOPE OF WORK.......................................................................................................................... 1
4/2Q SPKFDU!T FU.VQ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////!2
4/3T VCTVSGBDF!F YQMPSBUJPO///////////////////////////////////////////////////////////////////////////////////////////////////////////!3
4/4M BCPSBUPSZ!U FTUJOH///////////////////////////////////////////////////////////////////////////////////////////////////////////////////!4
4/5B OBMZTFT!BOE!S FQPSU/////////////////////////////////////////////////////////////////////////////////////////////////////////////////!4
4.0GEOLOGIC CONDITIONS.............................................................................................................. 3
5/2S FHJPOBM!H FPMPHJD!T FUUJOH///////////////////////////////////////////////////////////////////////////////////////////////////////!4
5/3T VCTVSGBDF!Q SPGJMF!PG!Q SPKFDU!T JUF////////////////////////////////////////////////////////////////////////////////////////!5
5/4H SPVOEXBUFS/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////!5
5/5T VCTVSGBDF!W BSJBUJPOT//////////////////////////////////////////////////////////////////////////////////////////////////////////////!6
5.0FAULTING AND SEISMIC HAZARDS............................................................................................ 5
6/2G BVMUJOH//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////!6
6/3T FJTNJD!I JTUPSZ//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////!7
6/4T VSGBDF!G BVMU!S VQUVSF/////////////////////////////////////////////////////////////////////////////////////////////////////////////!8
6/5M JRVFGBDUJPO!BOE!T FJTNJDBMMZ.J OEVDFE!T FUUMFNFOU/////////////////////////////////////////////////////////////////!8
6/6M BUFSBM!T QSFBEJOH/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////!8
6/7T FJTNJDBMMZ.J OEVDFE!T MPQF!J OTUBCJMJUZ//////////////////////////////////////////////////////////////////////////////////////!8
6/8F BSUIRVBLF.J OEVDFE!G MPPEJOH//////////////////////////////////////////////////////////////////////////////////////////////////!9
6/9U TVOBNJ!BOE!T FJDIFT///////////////////////////////////////////////////////////////////////////////////////////////////////////////////!9
6/:W PMDBOJD!F SVQUJPO!I B\[BSE////////////////////////////////////////////////////////////////////////////////////////////////////////!9
6.0SEISMIC ANALYSIS....................................................................................................................... 8
7/2DCDT FJTNJD!E FTJHO!Q BSBNFUFST//////////////////////////////////////////////////////////////////////////////////////////////!9
7.0EARTHWORK AND SITE GRADING RECOMMENDATIONS....................................................... 9
8/2H FOFSBM!F WBMVBUJPO///////////////////////////////////////////////////////////////////////////////////////////////////////////////////!:
8/3P WFS.F YDBWBUJPO//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////21
8/4T USVDUVSBM!G JMM////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////22
8/5F YDBWBUBCJMJUZ//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////22
8/6F YQBOTJWF!T PJM!N JUJHBUJPO////////////////////////////////////////////////////////////////////////////////////////////////////////22
8/7T ISJOLBHF!BOE!T VCTJEFODF//////////////////////////////////////////////////////////////////////////////////////////////////////23
8/8T VCHSBEF!Q SFQBSBUJPO////////////////////////////////////////////////////////////////////////////////////////////////////////////23
8.0DESIGN RECOMMENDATIONS...................................................................................................13
9/2T IBMMPX!G PVOEBUJPOT!GPS!Q SPQPTFE!S FUBJOJOH!X BMMT/////////////////////////////////////////////////////////24
9/3M BUFSBM!F BSUI!Q SFTTVSFT!BOE!S FTJTUBODF!UP!M BUFSBM!M PBET///////////////////////////////////////////////25
9/4N PEVMVT!PG!T VCHSBEF!S FBDUJPO/////////////////////////////////////////////////////////////////////////////////////////////25
9/5T MBCT.PO.H SBEF////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////26
9/6T PJM!D PSSPTJWJUZ!F WBMVBUJPO///////////////////////////////////////////////////////////////////////////////////////////////////26
9/7T JUF!E SBJOBHF////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////27
9.0CONSTRUCTION CONSIDERATIONS........................................................................................16
:/2H FOFSBM/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////27
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!wj
:/3U FNQPSBSZ!F YDBWBUJPOT//////////////////////////////////////////////////////////////////////////////////////////////////////////27
:/4T MPU!D VU!S FDPNNFOEBUJPOT////////////////////////////////////////////////////////////////////////////////////////////////////28
:/5H FPUFDIOJDBM!T FSWJDFT!E VSJOH!D POTUSVDUJPO//////////////////////////////////////////////////////////////////////28
10.0CLOSURE......................................................................................................................................18
11.0REFERENCES...............................................................................................................................19
FIGURES
Gpmmpxjoh!Qbhf!Ovncfs
Gjhvsf!Op/!2-!Tjuf!Mpdbujpo!Nbq//////////////////////////////////////////////////////////////////////////////////////////////////2!!
Gjhvsf!Op/!3-!Bqqspyjnbuf!Cpsjoh!Mpdbujpot!Nbq///////////////////////////////////////////////////////////////////////!3!
Gjhvsf!Op/!4-!Sfhjpobm!Hfpmphjd!Nbq/////////////////////////////////////////////////////////////////////////////////////////4!!
Gjhvsf!Op/!5-!Tpvuifso!Dbmjgpsojb!Sfhjpobm!Gbvmu!Nbq////////////////////////////////////////////////////////////////!6!
Gjhvsf!Op/!6-!Fqjdfoufs!Nbq!pg!Tpvuifso!Dbmjgpsojb!Fbsuirvblft!)2911.2:::*///////////////////////////!6!
Gjhvsf!Op/!7-!Tfjtnjd!Ib{bse!\[poft!Nbq///////////////////////////////////////////////////////////////////////////////////!8!
TABLES
Qbhf!Ovncfs
Ubcmf!Op/!2-Xfmmt!Ofbs!uif!Tjuf!gps!Ijtupsjd!Ifjhiu////////////////////////////////////////////////////////////////////!5!
Ubcmf!Op/!3-!Tvnnbsz!pg!Sfhjpobm!Gbvmut///////////////////////////////////////////////////////////////////////////////////!6!
Ubcmf!Op/!4-!DCD!Tfjtnjd!Eftjho!Nbq!Qbsbnfufst///////////////////////////////////////////////////////////////////!9!
Ubcmf!Op/!5-!Bdujwf!boe!Bu.Sftu!Fbsui!Qsfttvsft//////////////////////////////////////////////////////////////////////25
Ubcmf!Op/!6-!Tpjm!Dpssptjwjuz!Uftu!Sftvmut/////////////////////////////////////////////////////////////////////////////////!26!
Ubcmf!Op/!7-!Tmpqf!Sbujpt!gps!Ufnqpsbsz!Fydbwbujpot//////////////////////////////////////////////////////////////28
APPENDICES
Bqqfoejy!B////////////////////////////////////////////////////////////////////////////////////////////////////////Gjfme!Fyqmpsbujpo
Bqqfoejy!C///////////////////////////////////////////////////////////////////////////////////////Mbcpsbupsz!Uftujoh!Qsphsbn
Bqqfoejy!D////////////////////////////////////////////////////////////////////////////////////////////////////Qfsdpmbujpo!Uftujoh
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!2!
1.0INTRODUCTION
Uijt!sfqpsu!dpoubjot!uif!gjoejoht!boe!sfdpnnfoebujpot!pg!pvs!hfpufdiojdbm!tuvez!
qfsgpsnfebuuif!qspqptfe!tjuf!pg!uif!qmboofeqibtf!2!pg!Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!
Qbsl!Sfopwbujpo.Qspkfdu-!efnpmjujpo!boe!sfdpotusvdujpo!pg!uif!tlbuf!qbsl-!ofx!uvsg!boe!
jssjhbujpo!xjui!uif!qpttjcjmjuz!pg!jnqspwfe!esbjobhf-!boe!uif!jefoujgjdbujpo!pg!pme!cvsjfe!ujmft!
bu!Csfuu!Gjfme!bu!Fm!Tfhvoep!SfdsfbujpoQbsl!mpdbufe!joFm!Tfhvoep-Mpt!Bohfmft-
Dbmjgpsojb-bt!tipxo!po!GjhvsfOp/2-!Site Location Map/
Uijt!sfqpsu!jt!xsjuufo!gps!uif!qspkfdu!eftdsjcfe!ifsfjo!boe!jt!joufoefe!gps!vtf!tpmfmz!cz
NJH!Fohjoffst!boe!juteftjho!ufbn/!!Ju!tipvme!opu!cf!vtfe!bt!b!cjeejoh!epdvnfou!cvu!
nbz!cf!nbef!bwbjmbcmf!up!uif!qpufoujbm!dpousbdupst!gps!jogpsnbujpo!po!gbduvbm!ebub!pomz/!!
Gps!cjeejoh!qvsqptft-!uif!dpousbdupst!tipvme!cf!sftqpotjcmf!gps!nbljoh!uifjs!pxo!
joufsqsfubujpo!pg!uif!ebub!dpoubjofe!jo!uijt!sfqpsu/
2.0SITE AND PROJECT DESCRIPTION
2.1Site Description
Uif!qspkfdu!tjufjt!joDjuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl-Mpt!Bohfmft-!Dbmjgpsojb/!Uif!
qspqptfe!qspkfdu!bsfb!jt!mpdbufe!cfuxffo!F/!Qjof!Bwfovf-!boe!Tifmepo!Tusffu!bt!tipxo!
joGjhvsfOp/2-!Site Location Map/!
2.2Project Description
Uif!qspqptfe!qspkfdu!dpotjtut!pg!efnpmjujpo!boe!sfdpotusvdujpo!pg!uif!tlbuf!qbsl-!ofx!uvsg!
boe!uif!qpttjcjmjuz!pg!b!ofx!jssjhbujpo!tztufn-!bmtp!uif!qspkfdu!jodmveft!uif!jefoujgjdbujpo!
pg!fyjtujoh!pme!ujmft!cvsjfe!xjuijo!Csfuu!Gjfme-!boe!b!xbufs!jogjmusbujpo!tuvez/!Bo!fyjtujoh!
tlbufcpbse!qbsljogsbtusvduvsf!uibu!ibtfydffefe!jutvtfgvm!mjgf!xjmm!cf!sfqmbdfe!xjui!b!ofx!
Tlbufcpbse!Qbsl/
3.0SCOPE OF WORK
Uif!tdpqf!pg!pvs!xpsl!jodmvefe!qspkfdu!tfu.vq-!tvctvsgbdf!fyqmpsbujpo!xjui!tpjm!tbnqmjoh-!
mbcpsbupsz!uftujoh-!fohjoffsjoh!bobmztjt-!boe!qsfqbsbujpo!pg!uijt!sfqpsu/
3.1Project Set-up
Uif!qspkfdu!tfu.vq!dpotjtufe!pg!uif!gpmmpxjoh!ubtlt/
Qmpu!uif!qspqptfe!cpsjoht!po!uif!fyijcju!tipxjoh!uif!mpdbujpot!pg!uif!qspqptfe!
jnqspwfnfout/
Dppsejobufe!xjui!dmjfou!up!tdifevmf!uif!gjfme!jowftujhbujpo/!
!Nbslfe!uif!cpsjoh!mpdbujpot!bt!tipxo!po!uif!fyijcju/!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!3!
Opujgjfe!Voefshspvoe!Tfswjdf!Bmfsu!)VTB*!up!dmfbs!uif!cpsjoh!mpdbujpot!pg!dpogmjdu!
xjui!voefshspvoe!vujmjujft/
Bssbohfe!gps!esjmmjoh!boe!tbnqmjoh!pg!uif!fyqmpsbupsz!cpsjoht/
3.2 Subsurface Exploration
Fjhiuffo!)29*fyqmpsbupsz!cpsjoht!xfsf!esjmmfe!bu!uisff!tfqbsbuf!mpdbujpot!xjuijo!uif!qbsl!
bt!gpmmpxt;!Uisff!)4*!dpodsfuf!dpsf!fyusbdujpot!xjui!cpsfipmft!bu!gjwf!gffu!effq!bu!uif!
fyjtujoh!tlbufcpbse!gjfme-!gpvs!)5*!gjwf!gffu!cpsjoht!jodmvejoh!pof!)2*!gps!qfsdpmbujpo!uftujoh!
bu!uif!tpgucbmm!gjfme-!boe!fmfwfo!)22*!fyqmpsbujpo!cpsjoht!bu!uisff!gffu!up!mpdbuf!uif!qsftfodf!
pg!pme!cvsjfe!ujmft/!Fbdi!cpsjoh!xbt!wjtvbmmz!mphhfe!cz!b!Dpowfstf!fohjoffs!boe!tbnqmfe!
bu!sfhvmbs!joufswbmt!boe!bu!dibohft!jo!tvctvsgbdf!tpjmt/!Efubjmfe!eftdsjqujpot!pg!uif!gjfme!
fyqmpsbujpo!boe!tbnqmjoh!qsphsbn!bsf!qsftfoufe!jo!Bqqfoejy!B-!Field Exploration/
Sfmbujwfmz!voejtuvscfe!sjoh!boe!cvml!tbnqmft!pg!uif!tvctvsgbdf!tpjmt!xfsf!pcubjofe!bu!
gsfrvfou!joufswbmt!jo!qsf.tfmfdufe!cpsjohtjuft/!Uif!voejtuvscfe!tbnqmft!xfsf!pcubjofe!
vtjoh!b!Npejgjfe!Dbmjgpsojb!Tuffm!Tbnqmfs!)3/5!jodift!jotjef!ejbnfufs!boe!4/1!jodift!
pvutjef!ejbnfufs*!mjofe!xjui!uijo!tbnqmf!sjoht/!!Uif!tbnqmfs!xbt!esjwfo!joup!uif!cpuupn!
pg!uif!cpsfipmft!xjui!tvddfttjwf!espqt!pg!b!51.qpvoe!ibnnfs!gbmmjoh!23!jodift!cz!iboe/
Uif!ovncfs!pg!tvddfttjwf!espqt!pg!uif!esjwjoh!xfjhiu!)cmpxt*!sfrvjsfe!gps!fwfsz!7.jodi!
pg!qfofusbujpo!pg!uif!tbnqmfs!bsf!tipxo!po!uif!Mpht!pg!Cpsjoht!jo!uif!cmpxt!dpmvno/
Uif!cpsjoht!xfsfcbdlgjmmfe!xjuihsbwfm!boetpjm!dvuujoht-!hspvoexbufs!xbt!opu!
fodpvoufsfe/
Uif!bqqspyjnbuf!mpdbujpot!pg!uif!fyqmpsbupsz!cpsjoht!bsf!tipxo!jo!GjhvsfOp/3-!
ApproximateBoring LocationsMap.Gps!b!eftdsjqujpo!pg!uif!gjfme!fyqmpsbujpo!boe!
tbnqmjoh!qsphsbn!tff!Bqqfoejy!B-!Field Exploration/!
3.3Tiles Buried at George Brett Field
Xf!esjmmfe!tibmmpxuisff)4*gffueffqcpsfipmft!bu!Csfuu!Gjfme-!uif!qvsqptf!pg!uiftf!
fyqmpsbujpo!cpsfipmft!xbt!up!efufsnjof!uif!fyjtufodf!pg!cvsjfe!ujmft!voefsofbui!uif!gjfme-!
boe!up!pcubjo!vobmufsfe!sjoh!tbnqmft!gps!mbcpsbupsz!uftujoh/
Xf!gpvoe!qjfdft!pg!ujmf!bu!gpvs!ejggfsfou!mpdbujpot!)HC.5-!HC.9-!HC.21-!boe!HC.22*-!tff!
Gjhvsf!Op/!3/!Ju!jt!qpttjcmfuibu!uifsf!bsf!ujmf!qjfdft!tdbuufsfe!bmm!pwfs!uif!gjfme-!eftqjuf!
pvs!tbnqmjoh!ejeou!gjoe!tbnqmft!bu!bmm!mpdbujpot-!qpttjcmz-!b!npsf!uipspvhi!fyqmpsbujpo!
xpvmegjoe!qjfdft!pg!ujmf!bmm!pwfs!uif!gjfme-!cvu!uibu!xpvme!dsfbuf!b!tjhojgjdbou!ejtuvscbodf!
jo!uif!gjfme!uibu!tipvmeopu!cf!ofdfttbsz/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!4!
3.3Laboratory Testing
Sfqsftfoubujwf!tbnqmft!pg!uif!tjuf!tpjmt!xfsf!uftufe!jo!uif!mbcpsbupsz!up!bje!jo!uifjs
dmbttjgjdbujpo-!boe!up!fwbmvbuf!sfmfwbou!fohjoffsjoh!qspqfsujft/!Uif!uftut!qfsgpsnfe!
jodmvefe;
In situ npjtuvsf!dpoufout!boe!esz!efotjujft!)BTUN!Tuboebse!E3327*
Tpjm!Dpssptjwjuz!Uftut!)Dbmusbot!754-!533-!528*
Hsbjo!tj{f!bobmztjt!)BTUN!Tuboebse!E533*!
Nbyjnvn!esz!efotjuz!boe!pqujnvn.npjtuvsf!dpoufou!sfmbujpotijq!)BTUN!Tuboebse!
E2668*!
Ejsfdu!tifbs!)BTUN!Tuboebse!E4191*
3.4Analyses and Report
Ebub!pcubjofe!gspn!uif!fyqmpsbupsz!gjfmexpsl!boe!mbcpsbupsz.uftujoh!qsphsbn!xfsf!
bobmz{fe!boe!fwbmvbufexjui!sftqfdu!up!uif!qmboofe!dpotusvdujpo/!Uijt!sfqpsu!xbt!
qsfqbsfe!up!qspwjef!uif!gjoejoht-!dpodmvtjpot!boe!sfdpnnfoebujpot!efwfmpqfe!evsjoh!
pvs!tuvezboe!fwbmvbujpo/
4.0GEOLOGIC CONDITIONS
4.1Regional Geologic Setting
Uif!qspkfdu!tjuf!mjftxjuijo!2/3!njmft!fbtu!gspn!uif!Qbdjgjd!Pdfbo-!mftt!uibo!pof!njmf!tpvui!
pg!Mpt!Bohfmft!Joufsobujpobm!Bjsqpsu!)MBY*-!tpjmt!bmnptu!jo!jut!foujsfmz!bsf!dpnqsjtfe!pgPme!
tboe!evof!efqptjut!)Rpt*-!pwfsmzjoh!pmefs!bmmvwjvnhsbz!up!mjhiu!cspxo-!qfccmf.hsbwfm-!
tboe!boe!tjmu.dmbz-!fmfwbufe!boe!ejttfdufe<!Cbmexjo!Ijmmt!eftjhobufe!bt!Cbmexjo!Ijmmt!
)Rpb*!mjft!jouif!tpvuifso!dpbtubm!sbohft/!Uif!tjuf!jt!mpdbufe!jo!uif!tpvuifso!ibmg!pg!uif!
Dpbtu!Sbohft!hfpnpsqijd!qspwjodf!pg!Dbmjgpsojb/!Uif!Dpbtu!Sbohft!qspwjodf!fyufoet
bqqspyjnbufmz!711!njmft!gspn!uif!Psfhpo!cpsefs!up!uif!Tboub!Zof{!Sjwfs!jo!uif!tpvui/!
Uif!gbvmut!bsf!hfofsbmmz!opsuixftu!usfoejoh!boe!qbsbmmfm!uif!Tbo!Boesfbt!gbvmu!tztufn/!
Mpdbm!boe!sfhjpobm!gbvmut!jodmvef!Qbmpt!Wfseft!boe!Qbmpt!Wfseft!Dpoofdufe!)7/65!nl*-!
Ofxqpsu!Johmfxppe!bmu!2!boe!Ofxqpsu!Johmfxppe!bmu!2!Dpoofdufe!)8/13!ln*-!Tboub!
Npojdb!Bmu!3!)24/4!ln*!Tboub!Npojdb!Bmu!2!)25/14!ln*-!bsf!uif!ofbsftu!gbvmut!xjuijo!26!ln!
gspn!uif!qspkfdu!tjuf-!b!Tvnnbsz!pg!uif!gbvmut!xjuijo!61!ln!pg!uif!qspkfdu!tjuf!bsf!
tvnnbsj{fe!joUbcmf!Op/2/
Gjhvsf!Op/!4-!Regional Geologic Map-!ibt!cffo!qsfqbsfe!up!tipx!uif!mpdbujpo!pg!Fm!
Tfhvoep!Qbsl!boe!Sfdsfbujpo!xjui!sftqfduupuif!hfpmphjd!vojut!dpnqsjtjoh!uif!tjuf!boe!
vojut!uibu!tvsspvoe!ju/!Uif!tjuf!jt!mpdbufe!pwfs!vqqfs!Qmfjtupdfof!up!pmeRvbufsobsz!tboe!
evofefqptjut!)Rpt*!jo!dpoubdu!xjui!bmmvwjbm!hsbz!up!mjhiu!cspxo!qfccmf.hsbwfm-!tboe!boe!
tjmu!efqptjut!)Rbf*-!cpui!vojut!pwfsmbz!pmefs!bmmvwjvn!pg!hsbz!up!mjhiu!cspxo!qfccmf.hsbwfm-!
tboe!boe!tjmu.dmbz!tvsgjdjbm!tfejnfout)Rpb*/)nbq!EG.433!Wfojdf.Johmfxppe!OHNEC*/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!5!
Hfpmphjd!bdujwf!gbvmut!ofbscz<!Qbmpt!Wfseft-!Ofxqpsu.Johmfxppe-!Tboub!Npojdb-!Qvfouf!
Ijmmt-!Nbmjcv!gbvmut!boe!puifs!bdujwf!mpdbm!boe!sfhjpobm!gbvmut!xfsf!jodmvefe!bt!bdujwf!gbvmut!
npefmfe!gps!uif!qspcbcjmjtujd!tfjtnjd!ib{bse!bobmztjt/
4.2 Subsurface Profile of Project Site
Uif!fbsui!nbufsjbmt!fodpvoufsfe!evsjoh!pvs!jowftujhbujpo!dpotjtu!pg!fyjtujoh!gjmm!tpjmt!
qmbdfe!evsjoh!qsfwjpvt!tjuf!hsbejoh!pqfsbujpot!boe!obuvsbm!bmmvwjbm!tpjmt!up!b!nbyjnvn!
fyqmpsfe!efqui!pg!6!gffu!cht/!Uif!gjmm!fodpvoufsfe!dpotjtut!qsjnbsjmz!pg!tboet!boe!tjmuz!
tboet/!!Uif!bmmvwjbm!tpjm!efqptjut!cfmpx!uif!gjmm!qsjnbsjmz!dpotjtu!pg!tboet-!boe!tjmuztboet/!
Uif!qbsl!mjft!bu!uif!cpsefs!xjui!Fm!Tfhvoep!Pjm!Hbt!Gjfme-!bmmvwjbm!efqptjut!bsf!bmm!
dpotjtufou!xjui!uif!eftdsjcfe!Pme!Tboe!Evof!Efqptjut!)Rpt*-!uif!qspkfdu!tjuf!jt!sfmbujwfmz!
gmbu-!xjui!pme!evof!efqptjut!uibu!gpsn!tnbmm!ijmmt!bmpoh!uif!dpbtubm!qmbjot!pg!Johmfxppe-!
Mfoopy!boe!Ibxuipsof!boe!gvsuifs!Tpvui!Sfepoep!Cfbdi!boe!Upssbodf
Gps!b!efubjmfe!eftdsjqujpo!pg!uif!nbufsjbmt!fodpvoufsfe!evsjoh!pvs!fyqmpsbujpo-!tff!
Bqqfoejy!B, Field Exploration.
4.3 Groundwater
Evsjoh!pvs!gjfme!fyqmpsbujpo-!hspvoexbufs!xbt!opu!fodpvoufsfe/!Ijtupsjdbmmz!ijhiftu!
hspvoexbufs!dpoupvst!dpnqjmfe!cz!uif!DENH!)2:99*!gps!uif!Wfojdf8/6.njovuf!
rvbesbohmf-!dmptftu!xbufs!mfwfm!dpoupvs!jt!bcpvu!5/6!njmft!gspn!uif!qspkfdu!tjuf-!ju!tipxt!
xbufs!mfwfmt!bu!6!gffu!cfmpx!hspvoe!mfwfm/!Ebub!gspn!uif!Dbmjgpsojb!Efqbsunfou!pg!Xbufs!
Sftpvsdft-!tipxt!uif!uisff!dmptftu!xfmmt!up!uif!qspkfdu!tjuf-!joejdbuf!ijtupsjd!ijhi!mfwfmt!
pg!3/33-!8/76!boe!35/42!gffu!cfmpx!hspvoe!mfwfm!)UbcmfOp/!2*/!
Table No. 1, Wells Near the Site for Historic Height
Measured
LocationMeasurement
Site CodeWell NameDepth Range
CoordinatesDate Range
(feet bgs)
44/:639
44:639O2294935X11213T25X42I112T8/762::8
.229/4935
44/:229!
44:229O2294782X11314T25X28H115T
35/42.35/5:2:::
.229/4782
44/:777:74!
44:781O22946:8X113Johmfxppe2`5
3/33.5/922::9.3113
.229/46:77:
Jo!hfofsbm-!hspvoexbufs!mfwfmt!gmvduvbuf!xjui!uif!tfbtpot-!boe!mpdbm!{poft!pg!qfsdife!
hspvoexbufs!nbz!cf!qsftfou!xjuijo!uif!ofbs.tvsgbdf!efqptjut!evf!up!mpdbm!dpoejujpot!ps!
evsjoh!sbjoz!tfbtpot/!Hspvoexbufs!dpoejujpot!cfmpx!boz!hjwfo!tjuf!wbsz!efqfoejoh!po!
ovnfspvt!gbdupst!jodmvejoh!tfbtpobm!sbjogbmm-!mpdbm!jssjhbujpo-!tupsn!xbufs!sfdibshf!boe!
hspvoexbufs!qvnqjoh-!bnpoh!puifs!gbdupst/!!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!6!
4.4 Subsurface Variations
Cbtfe!po!sftvmut!pg!uif!tvctvsgbdf!fyqmpsbujpo!boe!pvs!fyqfsjfodf-!tpnf!wbsjbujpot!jo!
uif!dpoujovjuz!boe!obuvsf!pg!tvctvsgbdf!dpoejujpot!xjuijo!uif!qspkfdu!tjuf!tipvme!cf!
boujdjqbufe/!!Cfdbvtf!pg!uif!vodfsubjoujft!jowpmwfe!jo!uif!obuvsf!boe!efqptjujpobm!
dibsbdufsjtujdt!pg!uif!fbsui!nbufsjbm!bu!uif!tjuf-!dbsf!tipvme!cf!fyfsdjtfe!jo!joufsqpmbujoh!
ps!fyusbqpmbujoh!tvctvsgbdf!dpoejujpot!cfuxffo!ps!cfzpoe!uif!cpsjoh!mpdbujpot/!!Jg-!evsjoh!
dpotusvdujpo-!tvctvsgbdf!dpoejujpot!ejggfs!tjhojgjdboumz!gspn!uiptf!qsftfoufe!jo!uijt!sfqpsu-!
uijt!pggjdf!tipvme!cf!opujgjfe!jnnfejbufmz!tp!uibu!sfdpnnfoebujpot!dbo!cf!npejgjfe-!jg!
ofdfttbsz/
5.0FAULTING AND SEISMIC HAZARDS
Ejtdvttjpo!pg!gbvmujoh!boe!tfjtnjdjuz!jt!qsftfoufe!jo!uif!gpmmpxjoh!tfdujpot/
5.1Faulting
Jo!Dbmjgpsojb-!uif!Bmrvjtu.Qsjpmp!Fbsuirvblf!Gbvmu!\[pojoh!Bdu!sfhvmbuft!efwfmpqnfou!jo!uif!
wjdjojuz!pg!bdujwf!gbvmut/!!Gps!qvsqptft!pg!uif!Bdu-!Dbmjgpsojb!efgjoft!bo!bdujwf!gbvmu!bt!pof!
xijdi!ibt!ibe!tvsgbdf!ejtqmbdfnfou!xjuijo!Ipmpdfof!ujnf-!ps!bcpvu!uif!mbtu!22-111!zfbst/!
Uif!tjuf!jt!dvssfoumz!opu!mpdbufe!xjuijo!b!dvssfoumz!eftjhobufe!Tubuf!pg!Dbmjgpsojb!
Fbsuirvblf!Gbvmu!\[pof/!Uif!Dbmjgpsojb!Hfpmphjd!Tvswfz!)DHT*!gps!uif!8/6!njovuf!Wfojdf!
Rvbesbohmf!joejdbuft!uibu!uifsf!bsf!opgbvmut!nbqqfe!upxbse!ps!xjuijo!uif!qspkfdu!tjuf-!
Uif!qspqptfe!tjuf!jt!tjuvbufe!jo!b!tfjtnjdbmmz!bdujwf!sfhjpo/!!Bt!jt!uif!dbtf!gps!nptu!bsfbt!
pg!Dbmjgpsojb-!hspvoe.tibljoh!sftvmujoh!gspn!fbsuirvblft!bttpdjbufe!xjui!ofbscz!boe!
npsf!ejtubou!gbvmut!nbz!pddvs!bu!uif!qspkfdu!tjuf/!!Evsjoh!uif!mjgf!pg!uif!qspkfdu-!tfjtnjd!
bdujwjuz!bttpdjbufe!xjui!bdujwf!gbvmut!dbo!cf!fyqfdufe!up!hfofsbuf!npefsbuf!up!tuspoh!
hspvoe!tibljoh!bu!uif!tjuf/!Qmfbtf!tff!Gjhvsf!Opt/!5!boe!6/
Uif!gpmmpxjoh!ubcmf!dpoubjot!b!mjtu!pg!bdujwf!boe!qpufoujbmmz!bdujwf!gbvmut!xjuijo!61!
ljmpnfufst!pg!uif!tvckfdu!tjuf!cbtfe!po!tjuf!dppsejobuft!pg!44/:3347:±Opsui!)mbujuvef*!boe!
229/5225699±Xftu!)mpohjuvef*/
Table No. 2, Summary of Regional Faults
Maximum
Pref Slip
DistanceMoment
NameRate
(km)Magnitude
(mm/yr)
(Mmax)
7/658/84
Qbmpt!Wfseft!Dpoofdufe
7/658/44
Qbmpt!Wfseft
8/138/62/4
Ofxqpsu!Johmfxppe!Dpoofdufe!bmu!2
8/138/32
Ofxqpsu.Johmfxppe-!bmu!2
9/448/62/4
Ofxqpsu!Johmfxppe!Dpoofdufe!bmu!3
24/48/53/5
Tboub!Npojdb!Dpoofdufe!bmu!3
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!7!
Maximum
Pref Slip
DistanceMoment
NameRate
(km)Magnitude
(mm/yr)
(Mmax)
25/147/72
Tboub!Npojdb-!bmu!2
25/3781/8
Qvfouf!Ijmmt!)MB*
27/187/81/4
Nbmjcv!Dpbtu-!bmu!2
27/1881/4
Nbmjcv!Dpbtu-!bmu!3
28/38/34
Bobdbqb.Evnf-!bmu!3
29/327/82
Ipmmzxppe
33/::7/82/4
Fmztjbo!Qbsl!)Vqqfs*
36/297/81/8
Qvfouf!Ijmmt!)Tboub!Gf!Tqsjoht*
38/378/34
Bobdbqb.Evnf-!bmu!2
39/387/92/6
Sbznpoe
427/:1/6
Wfsevhp
45/157/:1/8
Qvfouf!Ijmmt!)Dpzpuf!Ijmmt*
45/68/143/6
Fmtjopsf<X
45/68/38o0b
Fmtjopsf<X,HJ
45/68/59o0b
Fmtjopsf<X,HJ,U
45/68/83o0b
Fmtjopsf<X,HJ,U,K
45/68/8:o0b
Fmtjopsf<X,HJ,U,K,DN
49/298/43
Tjfssb!Nbesf!Dpoofdufe
49/298/33
Tjfssb!Nbesf
51/37/83
Tjfssb!Nbesf!)Tbo!Gfsoboep*
54/447/:2/6
Opsuisjehf
54/::7/:6
Tboub!Tvtbob-!bmu!2
56/858/42
Tbo!Hbcsjfm
58/627/81/6
Dmbntifmm.Tbxqju
)Tpvsdf;!!iuuqt;00fbsuirvblf/vtht/hpw0dgvtjpo0ib{gbvmut`3119`tfbsdi0*
5.2Seismic History
Bo!bobmztjt!pg!uif!tfjtnjd!ijtupsz!pg!uif!tjuf!xbt!dpoevdufe!vtjoh!uif!dpnqvufs!qsphsbn!
FRTFBSDI-!)Cmblf-!3111*-!boe!buufovbujpo!sfmbujpotijqt!qspqptfe!cz!Cppsf!fu!bm/!
)2::8*!gps!tujgg!tpjm!dpoejujpot/!Uif!Tpvuifso!Dbmjgpsojb!Fbsuirvblf!Dbubmph!xjui!uif!
Tpvuifso!Dbmjgpsojb!Fbsuirvblf!Dfoufs!xbt!bmtp!vujmj{fe!)TDFD-!3122*/
Cbtfe!po!uif!bobmztjt!pg!tfjtnjd!ijtupsz-!uif!ovncfs!pg!fbsuirvblft!xjui!b!npnfou!
nbhojuvef!pg!6/1!ps!hsfbufs!pddvssjoh!xjuijo!b!ejtubodf!pg!211!ljmpnfufst!xbt!282-!tjodf!
uif!zfbs!2911/!!Cbtfe!po!uif!bobmztjt-!uif!mbshftu!fbsuirvblf.joevdfe!hspvoe!
bddfmfsbujpo!bggfdujoh!uif!tjuft!tjodf!uif!zfbs!2911!jt!b!8/1!nbhojuvef!fbsuirvblf!jo!2969
xjui!b!dbmdvmbufe!hspvoe!bddfmfsbujpo!pg!1/265h!bu!uif!tjuft/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!8!
5.3Surface Fault Rupture
Uif!qspkfdu!tjufjtopu!mpdbufe!xjuijo!b!dvssfoumz!eftjhobufe!Tubuf!pg!Dbmjgpsojb!Fbsuirvblf!
Gbvmu!\[pof!)gpsnfsmz!Bmrvjtu.Qsjpmp!Tqfdjbm!Tuvejft!\[poft*!gps!tvsgbdf!gbvmu!svquvsf/!!Uif!
Bmrvjtu.Qsjpmp!Fbsuirvblf!Gbvmu!\[pojoh!Bdu!sfrvjsft!uif!Dbmjgpsojb!Hfpmphjdbm!Tvswfz!up!
{pof!bdujwf!gbvmut!xjuijo!uif!Tubuf!pg!Dbmjgpsojb/!!Bo!bdujwf!gbvmu!ibt!fyijcjufe!tvsgbdf!
ejtqmbdfnfou!xjui!Ipmpdfof!ujnf!)xjuijo!uif!mbtu!22-111!zfbst*!ifodf!dpotujuvujoh!b!
qpufoujbm!ib{bse!up!tusvduvsft!uibu!nbz!cf!mpdbufe!bdsptt!ju/!!Qvcmjd!tdippm!tusvduvsft!bsf!
sfrvjsfe!up!cf!tfu.cbdl!bu!mfbtu!61!gffu!gspn!bo!bdujwf!gbvmu/!!Uif!bdujwf!gbvmu!tfu.cbdl!
ejtubodf!jt!nfbtvsfe!qfsqfoejdvmbs!gspn!uif!ejq!pg!uif!gbvmu!qmbof/!Cbtfe!po!b!sfwjfx!pg!
fyjtujoh!hfpmphjd!jogpsnbujpo-!op!lopxo!bdujwf!gbvmut!qspkfdu!uispvhi!ps!upxbse!uif!tjuf/!!
Uif!qpufoujbm!gps!tvsgbdf!svquvsf!sftvmujoh!gspn!uif!npwfnfou!pg!uif!ofbscz!nbkps!gbvmut!
jt!dpotjefsfe!sfnpuf/
5.4Liquefaction and Seismically-Induced Settlement
Mjrvfgbdujpo!jt!uif!tveefo!efdsfbtf!jo!uif!tusfohui!pg!dpiftjpomftt!tpjmt!evf!up!ezobnjd!
ps!dzdmjd!tibljoh/!!Tbuvsbufe!tpjmt!cfibwf!ufnqpsbsjmz!bt!b!wjtdpvt!gmvje!)mjrvfgbdujpo*!boe-!
dpotfrvfoumz-!mptf!uifjs!dbqbdjuz!up!tvqqpsu!uif!tusvduvsft!gpvoefe!po!uifn/!!Uif!
qpufoujbm!gps!mjrvfgbdujpo!efdsfbtft!xjui!jodsfbtjoh!dmbz!boe!hsbwfm!dpoufou!cvu!jodsfbtft!
bt!uif!hspvoe!bddfmfsbujpo!boe!evsbujpo!pg!tibljoh!jodsfbtf/!!Mjrvfgbdujpo!qpufoujbm!ibt!
cffo!gpvoe!up!cf!uif!hsfbuftu!xifsf!uif!hspvoexbufs!mfwfm!boe!mpptftboet!pddvs!xjuijo!
61!gffu!pg!uif!hspvoe!tvsgbdf/!!
Uif!tjuf!jt!opu!mpdbufe!xjuijo!qpufoujbm!mjrvfgbdujpo!{poft!qfs!uif!Tubuf!pg!Dbmjgpsojb
Tfjtnjd!Ib{bse!\[poft!Nbq!gps!uif!Tpvui!Hbuf!Rvbesbohmf!bt!tipxo!jo!Gjhvsf!Op/7
Seismic Hazard Zones Map/!!
5.5Lateral Spreading
Tfjtnjdbmmz!joevdfe!mbufsbm!tqsfbejoh!jowpmwft!qsjnbsjmz!mbufsbm!npwfnfou!pg!fbsui!
nbufsjbmt!evf!up!hspvoe!tibljoh/!!Ju!ejggfst!gspn!uif!tmpqf!gbjmvsf!jo!uibu!dpnqmfuf!hspvoe!
gbjmvsf!jowpmwjoh!mbshf!npwfnfou!epft!opu!pddvs!evf!up!uif!sfmbujwfmz!tnbmmfs!hsbejfou!pg!
uif!jojujbm!hspvoe!tvsgbdf/!Mbufsbm!tqsfbejoh!jt!efnpotusbufe!cz!ofbs.wfsujdbm!dsbdlt!xjui!
qsfepnjoboumz!ipsj{poubm!npwfnfou!pg!uif!tpjm!nbtt!jowpmwfe/!Uif!upqphsbqiz!bu!uif!
qspkfdu!tjuft!boe!jo!uif!jnnfejbuf!wjdjojuz!pg!uif!tjuft!jt!sfmbujwfmz!gmbu-!xjui!op!tjhojgjdbou!
ofbscz!tmpqft!ps!fncbolnfout/!!Voefs!uiftf!djsdvntubodft-!uif!qpufoujbm!gps!mbufsbm!
tqsfbejoh!bu!uif!tvckfdu!tjuf!jt!dpotjefsfe!ofhmjhjcmf/
5.6Seismically-Induced Slope Instability
Tfjtnjdbmmz!joevdfe!mboetmjeft!boe!puifs!tmpqf!gbjmvsft!bsf!dpnnpo!pddvssfodft!evsjoh!
ps!tppo!bgufs!fbsuirvblft/!Uif!qspkfdu!tjuft!bsf!bmtp!opu!tipxo!xjui!boz!fbsuirvblf.
joevdfe!mboetmjef!bsfbt!evf!up!uif!sfmbujwfmz!gmbu!dpoejujpo!pg!uif!tjuf!upqphsbqiz/!!Jo!uif!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!9!
bctfodf!pg!tjhojgjdbou!hspvoe!tmpqft-!uif!qpufoujbm!gps!tfjtnjdbmmz!joevdfe!mboetmjeft!up!
bggfdu!uif!qspqptfe!tjuf!jt!dpotjefsfe!up!cf!wfsz!mpx/
5.7Earthquake-Induced Flooding
Sfwjfx!pg!uif!Gmppe!Jotvsbodf!Sbuf!Nbq!)GJSN*-!Qbofm!2836!pg!3461-!gspn!uif!GFNB!
Nbq!Tfswjdf!Dfoufs!Wjfxfs-!joejdbuft!uibu!uif!tjuft!bsf!jo!bo!bsfb!eftjhobufe!bt!\[pof!E-!
Bsfbt!jo!xijdi!gmppe!ib{bset!bsf!voefufsnjofe-!cvu!qpttjcmf/!Evf!up!uif!bctfodf!pg!
hspvoexbufs!bu!tibmmpx!efquit-!ejtubodf!pg!uif!tvckfdu!tjuf!gspn!mbshf!cpejft!pg!xbufs!
boe!sfhjpobm!gmppe!dpouspm!tusvduvsft-!uif!qpufoujbm!gps!gmppejoh!bu!uif!tvckfdu!tjuf!jt!
dpotjefsfe!sfnpuf/
5.8Tsunami and Seiches
Utvobnjt!bsf!tfjtnjd!tfb!xbwft!hfofsbufe!cz!gbvmu!ejtqmbdfnfou!ps!nbkps!hspvoe!
npwfnfou/!!Cbtfe!po!uif!mpdbujpo!pg!uif!tjuft!gspn!uif!pdfbo!)bcpvu!2/3njmft*-!utvobnjt!
dbo!cf!dpotjefsfeb!ib{bse/!!Tfjdift!bsf!mbshf!xbwft!hfofsbufe!jo!fodmptfe!cpejft!pg!
xbufs!jo!sftqpotf!up!hspvoe!tibljoh/!!Cbtfe!po!tjuf!mpdbujpo-!uif!qspyjnjuz!up!uif!pdfbo-!
boe!uif!bctfodf!pg!obuvsbm!cbssjfst-!uif!qpttjcjmjuz!pg!gmppejoh!evf!up!b!ujebm!xbwf!fyjtut/
5.9Volcanic Eruption Hazard
Uifsf!bsf!op!lopxo!wpmdbopft!ofbs!uif!tjuft/!!Bddpsejoh!up!Kfoojoht!)2::5*-!uif!ofbsftu!
qpufoujbm!ib{bset!gspn!gvuvsf!wpmdbojd!fsvqujpot!jt!uif!Bncpz!Dsbufs.Mbwjd!Mblf!bsfb!
mpdbufe!jo!uif!Npkbwf!Eftfsu!npsf!uibo!231!njmft!fbtu0opsuifbtu!pg!uif!tjuf/!!Wpmdbojd!
fsvqujpo!ib{bset!bsf!opu!qsftfou/
6.0SEISMIC ANALYSIS
6.1CBC Seismic Design Parameters
Tfjtnjd!qbsbnfufst!cbtfe!po!uif!3133Dbmjgpsojb!Cvjmejoh!Dpef!bsf!dbmdvmbufe!vtjoh!uif!
Vojufe!Tubuft!Hfpmphjdbm!Tvswfz!U.S. Seismic Design Maps xfctjuf!bqqmjdbujpo!boe!uif!
tjuf!dppsejobuft!gps!)44/:675efhsfft!Opsui!Mbujuvef-!229/3547efhsfft!Xftu!Mpohjuvef*/!
Uiftf!dppsejobuft!bsf!jo!sfgfsfodf!up!uif!qspkfdu!bsfb/!Uif!tfjtnjd!qbsbnfufst!bsf!
qsftfoufe!cfmpx/!!
Table No. 3, CBC Seismic Design Map Parameters
Seismic ParametersASCE7-16
Tjuf!DmbttE
Nbqqfe!Tipsu!qfsjpe!)1/3.tfd*!Tqfdusbm!Sftqpotf!Bddfmfsbujpo-!T2/975!h
T
Nbqqfe!2.tfdpoe!Tqfdusbm!Sftqpotf!Bddfmfsbujpo-!T1/769!h
2
Tjuf!Dpfggjdjfou!)gspn!Ubcmf!2724/6/4)2**-!G2/3!
b
Tjuf!Dpfggjdjfou!)gspn!Ubcmf!2724/6/4)3**-!G2/8
w
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!:!
Seismic ParametersASCE7-16
)2*
NDF!1/3.tfd!qfsjpe!Tqfdusbm!Sftqpotf!Bddfmfsbujpo-!T3/347h
NT
)2*
NDF!2.tfdpoe!qfsjpe!Tqfdusbm!Sftqpotf!Bddfmfsbujpo-!T2/788:!h
N2
Eftjho!Tqfdusbm!Sftqpotf!Bddfmfsbujpo!gps!tipsu!qfsjpe-!T2/5:23h
ET
Eftjho!Tqfdusbm!Sftqpotf!Bddfmfsbujpo!gps!2.tfdpoe!qfsjpe-!T2/2297h
E2
Mpoh.Qfsjpe!)UM*9
)3*
QHBn1/:75!h
Tfjtnjd!Eftjho!DbufhpszE!
Opuft;
)2*!NDFtuboet!gps!Sjtl.Ubshfufe!Nbyjnvn!Dpotjefsfe!Fbsuirvblf/
S
)3*!NDFQHB!tuboet!gps!Nbyjnvn!Dpotjefsfe!Fbsuirvblf!Hfpnfusjd!Nfbo!Qfbl!Hspvoe!Bddfmfsbujpo/
H
+!Tff!sfrvjsfnfout!pg!BTDF!8.27!Tfdujpo!22/5/9!
7.0EARTHWORK AND SITE GRADING RECOMMENDATIONS
7.1General Evaluation
Cbtfe!po!pvs!gjfme!fyqmpsbujpo-!mbcpsbupsz!uftujoh-!boe!bobmztft!pg!tvctvsgbdf!dpoejujpot!
bu!uif!tjuft-!sfnfejbm!hsbejoh!xjmm!cf!sfrvjsfe!up!qsfqbsf!uif!tjuft!gps!tvqqpsu!pg!uif!
qspqptfe!tusvduvsft!uibu!bsf!dpotusvdufe!xjui!dpowfoujpobm!tibmmpx!gppujoht/!Up!sfevdf!
ejggfsfoujbm!tfuumfnfou-!wbsjbujpot!jo!uif!tpjm!uzqf-!efhsff!pg!dpnqbdujpo-!boe!uijdloftt!pg!
uif!dpnqbdufe!gjmm-!uif!uijdloftt!pg!dpnqbdufe!gjmm!qmbdfe!voefsofbui!uif!gppujoht!tipvme!
cf!lfqu!vojgpsn/
Tjuf!hsbejoh!sfdpnnfoebujpot!qspwjefe!cfmpx!bsf!cbtfe!po!pvs!fyqfsjfodf!xjui!tjnjmbs!
qspkfdut!jo!uif!bsfb!boe!pvs!fwbmvbujpo!pg!uijt!jowftujhbujpo/!
Tjuf!qsfqbsbujpo!gps!uif!qspqptfe!tusvduvsft!nbzsfrvjsf!sfnpwbm!pg!fyjtujohbtqibmu!
qbwfnfout-!dpodsfuf!dvsct-!jnqspwfnfout-!boe!puifs!fyjtujoh!voefshspvoe!nbonbef!
tusvduvsft!boe!vujmjujft/
Uif!tjuf!tpjmt!dbo!cf!fydbwbufe!vujmj{joh!dpowfoujpobm!ifbwz.evuz!fbsui.npwjoh!
frvjqnfou/!!Uif!fydbwbufe!tjuf!tpjmt-!gsff!pg!wfhfubujpo-!tisvc!boe!efcsjt-boe!pwfstj{f!
spdl!nbufsjbmtnbz!cf!qmbdfe!bt!dpnqbdufe!gjmm!jo!tusvduvsbm!bsfbt!bgufs!qspqfs!qspdfttjoh/!!
Spdlt!mbshfs!uibo!uisff!)4*!jodift!jo!uif!mbshftu!ejnfotjpo!tipvme!opu!cf!qmbdfe!bt!gjmm/!!
Po.tjuf!dmbzfz!tpjmt!xjui!bo!fyqbotjpo!joefy)FJ*fydffejoh!31!tipvme!opu!cf!sf.vtfe!gps!
dpnqbdujpo!xjuijo!6!gffu!cfmpx!uif!qspqptfe!gpvoebujpot/Tfmfdu!hsbovmbs-!opo.fyqbotjwf!
tpjm!nbufsjbmt!nbz!ibwf!up!cftfmfdujwfmz!tupdlqjmfe!evsjoh!fydbwbujpo!psjnqpsufe!up!
qspwjef!tvjubcmf!tvchsbef!nbufsjbmt!xjui!bo!fyqbotjpo!joefy!mftt!uibo!31/!Tpjmt!
dpoubjojoh!pshbojd!nbufsjbmt!tipvme!opu!cf!vtfe!bt!tusvduvsbm!gjmm/!!Uif!fyufou!pg!sfnpwbm!
tipvme!cf!efufsnjofe!cz!uif!hfpufdiojdbm!sfqsftfoubujwf!cbtfe!po!tpjm!pctfswbujpo!
evsjoh!hsbejoh/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!21
7.2Over-Excavation
Up!qspwjef!vojgpsn!tvqqpsu!gps!uif!qspqptfe!gpvoebujpot-!uif!fyjtujoh!tpjmt!tipvme!cf!
pwfs.fydbwbufe!boe!sfqmbdfe!xjui!fohjoffsfe!gjmm!up!b!njojnvn!efqui!pg!3!gffu!cfmpx!uif!
cpuupn!pg!gpvoebujpot!boe!puifs!qmboofe!jnqspwfnfout/!Uif!pwfs.fydbwbujpo!boe!sf.
dpnqbdujpo!tipvme!fyufoe!mbufsbmmz!bu!mfbtu!4!gffu!cfzpoe!uif!gppuqsjout!pg!uif!gpvoebujpot/!
Uif!pwfs.fydbwbujpo!boe!sf.dpnqbdujpo!tipvme!cf!effqfofe!bt!offefe!up!sfnpwf!boz!
fyjtujoh!gjmm-!boe!tpgu-!ejtuvscfe!ps!tbuvsbufe!tpjmt/!Bmm!voepdvnfoufe!gjmm!tipvmecf!sfnpwfe!
boe!sfqmbdfe!xjui!dpnqbdufe!gjmm!cfmpx!tusvduvsft/!Uif!cpuupn!pg!fydbwbujpot!tipvme!cf!
tdbsjgjfe!up!b!efqui!pg!9.jodift-!npjtuvsf!dpoejujpofe-!njyfe!boe!dpnqbdufe!up!bu!mfbtu!
:1!qfsdfou!pg!uif!mbcpsbupsz!nbyjnvn!esz!efotjuz!bt!efufsnjofe!cz!BTUN!E2668!uftu!
nfuipe/
Obujwf!bmmvwjbm!tpjmt!cfmpx!uif!qbwfnfou!tipvme!cf!pwfs.fydbwbufe!boe!sfdpnqbdufe!up!
b!njojnvn!efqui!pg!23!jodift!cfmpx!uif!qbwfnfou!tvchsbef/!Uif!cpuupnt!pg!uif!
fydbwbujpot!tipvme!cf!tdbsjgjfe!up!bo!beejujpobm!7!jodift!cfmpx!uif!pwfs.fydbwbujpo!boe!
sfdpnqbdufe!up!bu!mfbtu!:1!qfsdfou!pg!uif!mbcpsbupsz!nbyjnvn!esz!efotjuz/!Uif!vqqfs!23!
jodift!pg!tpjmt!cfofbui!qbwfnfou!tvchsbef!tipvme!cf!dpnqbdufe!up!bu!mfbtu!:6!qfsdfou!
pg!uif!mbcpsbupsz!nbyjnvn!esz!efotjuz/!Uif!pwfs.fydbwbujpo!boe!sf.dpnqbdujpo!tipvme!
fyufoeup!bu!mfbtu!4!gffu!cfzpoe!uif!fehf!pg!uif!qbwfnfou/!
Wbsjbujpot!jo!uif!efquit!boe!mbufsbm!fyufou!pg!pwfs.fydbwbujpot!xjmm!cf!cbtfe!po!
pctfswbujpot!nbef!cz!uif!hfpufdiojdbm!dpotvmubou!evsjoh!hsbejoh!boe!tipvme!cf!
boujdjqbufe/!Uif!gjobm!cpuupn!tvsgbdft!pg!bmm!fydbwbujpot!tipvme!cf!pctfswfe!boe!
bqqspwfe!cz!uif!qspkfdu!hfpufdiojdbm!dpotvmubou!qsjps!up!qmbdjoh!boz!gjmm!ps!tusvduvsft/!Jg!
jtpmbufe!qpdlfut!pg!wfsz!tpgu-!mpptf-!ps!qvnqjoh!tvchsbef!bsf!fodpvoufsfe-!uif!pwfs.
fydbwbujpo!tipvme!cf!mpdbmmz!effqfofe-!bt!offefe-!up!fyqptf!voejtuvscfe-!gjsn-!boe!
vozjfmejoh!tpjmt/!Pwfs.fydbwbujpo!tipvme!opu!voefsnjof!bekbdfou!pgg.tjuf!jnqspwfnfout!
ps!tusvduvsft!uibu!bsf!up!sfnbjo!boe!cf!qspufdufe!jo!qmbdf/
Jg!mpptf-!tpgu-!ejtuvscfe!ps!zjfmejoh!tpjm!dpoejujpot!bsf!fodpvoufsfe!bu!uif!fydbwbujpo!
cpuupnt-!uif!gpmmpxjoh!pqujpot!dbo!cf!dpotjefsfe/
Pwfs.fydbwbuf!voujm!b!gjsn!cpuupn!jt!sfbdife/
Tdbsjgz!ps!pwfs.fydbwbuf!bo!beejujpobm!29!jodift!effq-!boe!uifo!qmbdf!bu!mfbtu!
29.jodi!uijdl!mbzfs!pg!dpnqbdufe!bhhsfhbuf!cbtf!nbufsjbm!)DBC!ps!frvjwbmfou*!up!
csjehf!uif!tpgu!cpuupn/!Cbtf!nbufsjbm!tipvme!cf!dpnqbdufe!up!b!njojnvn!:6&!
sfmbujwf!dpnqbdujpo/
Pwfs.fydbwbuf!bo!beejujpobm!29.jodift!effq-!boe!uifo!qmbdf!b!mbzfs!pg!hfpufyujmf!
sfjogpsdfnfou!)j/f/-!Njsbgj!IQ681-!ps!frvjwbmfou*-!uifo!qmbdf!bo!29.jodi.uijdl!mbzfs!
pg!dpnqbdufe!cbtf!nbufsjbm!)DBC!ps!frvjwbmfou*!up!csjehf!uif!tpgu!cpuupn/!Cbtf!
nbufsjbmt!tipvme!cf!dpnqbdufe!up!b!njojnvn!:6&!sfmbujwf!dpnqbdujpo/!Bo!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!22
beejujpobm!mbzfs!pg!hfpufyujmf!sfjogpsdfnfou!nbz!cf!offefe!po!upq!pg!uif!
dpnqbdufe!cbtf!nbufsjbmt!efqfoejoh!po!uif!bduvbm!tjuf!dpoejujpot/
Uif!bduvbm!efqui!pg!sfnpwbm!tipvme!cf!cbtfe!po!sfdpnnfoebujpot!boe!pctfswbujpot!
nbef!evsjoh!hsbejoh!cz!uif!qspkfdu!hfpufdiojdbm!fohjoffs!ps!ijt!eftjhobufe!
sfqsftfoubujwf/!Uifsfgpsf-!tpnf!wbsjbujpot!jo!uif!efqui!boe!mbufsbm!fyufou!pg!pwfs.
fydbwbujpo!sfdpnnfoefe!jo!uijt!sfqpsu!tipvme!cf!boujdjqbufe/
7.3Structural Fill
Gpmmpxjoh!pctfswbujpo!pg!uif!fydbwbujpo!cpuupn-!tvchsbef!tpjm!tvsgbdft!tipvme!cf!
tdbsjgjfe!up!b!efqui!pg!bu!mfbtu!tjy!jodift/!Uif!tdbsjgjfe!tpjm!tipvme!cf!npjtuvsf.dpoejujpofe!
up!xjuijo!uisff!)4*!qfsdfou!pg!pqujnvn!npjtuvsf!gps!hsbovmbstpjmt!boe!up!bqqspyjnbufmz
uisff!)4*!qfsdfou!bcpwf!uif!pqujnvn!npjtuvsfgps!gjof.hsbjofedmbztpjm/!!Tdbsjgjfe!tpjm!
tibmm!cf!dpnqbdufe!up!b!njojnvn!:1!qfsdfou!pg!uif!mbcpsbupsz!nbyjnvn!esz!efotjuz!bt!
efufsnjofe!cz!uif!BTUN!Tuboebse!E2668!uftu!nfuipe/
Boz!jnqpsu!gjmm!tipvme!cf!uftufe!boe!bqqspwfe!cz!Qspkfdu!Hfpufdiojdbm!Dpotvmubou/!Uif!
jnqpsu!gjmm!tipvme!ibwf!bo!fyqbotjpo!joefy!)FJ*mftt!uibo!31/Tfmfdu!hsbovmbs-!opo.
fyqbotjwf!tpjm!nbufsjbmt!nbz!ibwf!up!cf!jnqpsufe!up!qspwjef!tvjubcmf!tvchsbef!nbufsjbmt!
xjui!bo!fyqbotjpo!joefy!)FJ*!mftt!uibo!31!efqfoejoh!po!tpjm!dpoejujpot!fodpvoufsfe!
evsjoh!hsbejoh/Uif!jnqpsufe!nbufsjbmt!tipvme!cf!uipspvhimz!njyfe-boe!npjtuvsf!
dpoejujpofe!xjuijo!uisff!)4*!qfsdfou!bcpwf!uif!pqujnvn!npjtuvsf/!!Bmm!gjmm-!jg!opu!tqfdjgjfe
puifsxjtf!fmtfxifsf!jo!uijt!sfqpsu-!tipvme!cf!dpnqbdufe!up!bu!mfbtu!:1!qfsdfou!pg!uif!
mbcpsbupsz!esz!efotjuz!jo!bddpsebodf!xjui!uif!BTUN!Tuboebse!E2668!uftu!nfuipe/
Xifsf!uif!gjmm!jt!opu!xjuijo!uif!bsfbt!tqfdjgjfe!bcpwf!ps!jt!opu!up!tvqqpsu!boz!tusvduvsft-!
fydbwbufe!tjuf!tpjmt-!gsff!pg!efmfufsjpvt!nbufsjbmt!boe!spdl!qbsujdmft!mbshfs!uibo!uisff!
jodift!jo!uif!mbshftu!ejnfotjpo-!tipvme!cf!tvjubcmf!gps!qmbdfnfou!bt!dpnqbdufe!gjmm/!!Uif!
tjuf!nbufsjbmt!tipvme!cf!uipspvhimz!njyfe-boe!npjtuvsf!dpoejujpofe!up!bqqspyjnbuf!uisff!
qfsdfou!bcpwf!uif!pqujnvn!npjtuvsf-!boe!uifo!dpnqbdufe!up!bu!mfbtu!:1!qfsdfou!pg!
sfmbujwf!dpnqbdujpo/
7.4Excavatability
Cbtfe!po!pvs!gjfme!fyqmpsbujpo-!uif!fbsui!nbufsjbmt!bu!uif!tjuf!tipvme!cf!fydbwbubcmf!xjui!
dpowfoujpobm!ifbwz.evuz!fbsui!npwjoh!boe!usfodijoh!frvjqnfou/!!Tpnf!hsbwfm-!dpccmft!
boeqpttjcmfcpvmefsttipvme!cf!fyqfdufe!evsjoh!fydbwbujpo/
7.5Expansive Soil Mitigation
Fyqbotjwf!tpjmt!bsf!dibsbdufsj{fe!cz!uifjs!bcjmjuz!up!voefshp!tjhojgjdbou!wpmvnf!dibohf!
)tisjol!ps!txfmm*!evf!up!wbsjbujpot!jo!npjtuvsf!dpoufou/!Dibohft!jo!tpjm!npjtuvsf!dpoufou!
dbo!sftvmu!gspn!sbjogbmm-!mboetdbqf!jssjhbujpo-!vujmjuz!mfblbhf-!sppg!esbjobhf-!qfsdife!
hspvoexbufs-!espvhiu-!ps!puifs!gbdupst!boe!nbz!dbvtf!vobddfqubcmf!tfuumfnfou!ps!ifbwf!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!23
pg!tusvduvsft-!dpodsfuf!tmbct!tvqqpsufe.po.hsbef-!ps!qbwfnfout!tvqqpsufe!pwfs!uiftf!
nbufsjbmt/
Bddpsejoh!up!uif!sftvmut!pg!pvs!fyqmpsbujpo!xpsl-!uif!tvctvsgbdf!tpjmt!bsf!dpnqsjtfe!pg!
tboet-!tjmuz!tboet!boe!bddpsejoh!pg!pvs!hfpmphjd!sftfbsdi!tpnf!jotubodft!pg!hsbwfm-!cvu!
xf!eje!opu!gjoe!boz-!opofuifmftt!hsbwfm!mbzfst!njhiu!fyjtu!cfzpoeuif!mjnjut!pgpvs!
nbyjnvn!cpsjoh!fyqmpsbujpoefqui)6!gffu*/
Evsjoh!dpotusvdujpo-!hsbejoh!xjmm!njy!boe!sfmpdbuf!uif!tjuf!tpjmt-!boe!beejujpobm!gjmm!tpjmt!
nbz!cf!beefe/Uif!fyqbotjpo!qpufoujbm!pg!uif!gjojti.hsbef!tpjmt!tipvme!cf!uftufe!bu!uif!
dpnqmfujpo!pg!hsbejoh/
Uif!sfdpnnfoebujpot!dpoubjofe!jo!uijt!sfqpsu!bsf!cbtfe!po!uif!boujdjqbufe!fyqbotjpo!
tpjm!dpoejujpot/!Boz!qspqptfe!jnqpsu!gjmm!tipvme!ibwf!bo!fyqbotjpo!joefy!mftt!uibo!31!boe!
tipvme!cf!fwbmvbufe!boe!bqqspwfe!cz!Dpowfstf!qsjps!up!jnqpsu!up!uif!tjuf/
7.6 Shrinkage and Subsidence
Tpjm!tisjolbhf!boe0ps!cvmljoh!bt!b!sftvmu!pg!sfnfejbm!hsbejoh!efqfoet!po!tfwfsbm!gbdupst!
jodmvejoh!uif!efqui!pg!pwfs.fydbwbujpo-!boe!uif!hsbejoh!nfuipe!boe!frvjqnfou!vujmj{fe-!
boe!bwfsbhf!sfmbujwf!dpnqbdujpo/!!Gps!qsfmjnjobsz!ftujnbujpo-!cvmljoh!boe!tisjolbhf!
gbdupst!gps!wbsjpvt!vojut!pg!fbsui!nbufsjbm!bu!uif!tjuf!nbz!cf!ublfo!bt!qsftfoufe!cfmpx;
Uif!bqqspyjnbuf!tisjolbhf!gbdups!gps!uif!obujwf!bmmvwjbm!tpjmt!jt!ftujnbufe!up!
sbohf!gspn!gjwf!)6*!up!gjguffo!)26*!qfsdfou/
Gps!ftujnbujpo!qvsqptft-!hspvoe!tvctjefodf!nbz!cf!ublfo!bt!1/26!gffu!bt!b!
sftvmu!pg!sfnfejbm!hsbejoh/
Bmuipvhi!uiftf!wbmvft!bsf!pomz!bqqspyjnbuf-!uifz!sfqsftfou!pvs!cftu!ftujnbuft!pg!uif!
gbdupst!up!cf!vtfe!up!dbmdvmbuf!mptu!wpmvnf!uibu!nbz!pddvs!evsjoh!hsbejoh/!Jg!npsf!bddvsbuf!
tisjolbhf!boe!tvctjefodf!gbdupst!bsf!offefe-!ju!jt!sfdpnnfoefe!uibu!gjfme.uftujoh!vtjoh!
uif!bduvbm!frvjqnfou!boe!hsbejoh!ufdiojrvft!cf!dpoevdufe/!!
7.7Subgrade Preparation
Gjobm!tvchsbef!tpjmt!gps!tusvduvsft!tipvme!cf!vojgpsn!boe!opo.zjfmejoh/!Up!pcubjo!b!
vojgpsn!tvchsbef-!tpjmt!tipvme!cf!xfmm!njyfe!boe!vojgpsnmz!dpnqbdufe/!Uif!tvchsbef!
tpjmt!tipvme!cf!opo.fyqbotjwf!boe!xfmm.esbjofe/!!Uif!ofbs.tvsgbdf!tjuf!tpjmt!tipvme!cf!
gsff!esbjojoh/!Xf!sfdpnnfoe!uibu!bu!mfbtu!uif!vqqfs!uxp!)3*!jodift!pg!tvchsbef!tpjmt!
voefsofbui!uif!tmbc.po.hsbef!tipvme!cf!dpnqsjtfe!pg!xfmm.esbjofe!hsbovmbs!tpjmt!tvdi!bt!
tboet-!hsbwfm!ps!dsvtife!bhhsfhbuf!tbujtgzjoh!uif!gpmmpxjoh!dsjufsjb;
Nbyjnvn!tj{f!2/6!jodift
Qfsdfou!qbttjoh!V/T/!$311!tjfwf!23!qfsdfou
Tboe!frvjwbmfou!41
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!24
Po.tjuf!tpjm!nbz!cf!vujmj{fe!jg!ju!tbujtgjft!uif!bcpwf!dsjufsjb/!Uif!tvchsbef!tpjmt!tipvme!cf!
npjtuvsf!dpoejujpofe!cfgpsf!qmbdjoh!dpodsfuf/!
8.0DESIGN RECOMMENDATIONS
Uif!wbsjpvt!eftjho!sfdpnnfoebujpot!qspwjefe!jo!uijt!tfdujpo!bsf!cbtfe!po!uif!
bttvnqujpot!uibu!jo!qsfqbsjoh!uif!tjuf-!uif!fbsuixpsl!boe!tjuf!hsbejoh!sfdpnnfoebujpot!
qspwjefe!jo!uijt!sfqpsu!xjmm!cf!gpmmpxfe/!!
8.1Shallow Foundationsfor Proposed Retaining Walls
9/2/2!Wfsujdbm!Dbqbdjuz
Uif!qspqptfejnqspwfnfoutdbo!cf!tvqqpsufe!cz!dpowfoujpobm!tibmmpx!gppujoht/!Xf!
sfdpnnfoe!dpoujovpvt!boe!trvbsf!gppujoht!cf!gpvoefe!bu!mfbtu!29jodift!cfmpx!mpxftu!
bekbdfou!gjobm!hsbef!foujsfmz!joup!dpnqbdufe!gjmm!ps!joup!obujwf!tpjm/!!B!njojnvn!gppujoh!
xjeui!pg!35!jodift!jt!sfdpnnfoefe!gps!trvbsf!gppujoht!boe!29!jodift!gps!dpoujovpvt!
gppujoht/!!Uif!bmmpxbcmf!cfbsjoh!wbmvf!gps!gppujoht!xjui!bcpwf!njojnvn!tj{ft!gpvoefe!po!
dpnqbdufe!gjmm!boe!dpnqfufou!obujwf!tpjmt!nbz!cf!eftjhofe!gps!b!ofu!cfbsjoh!qsfttvsf!pg!
3-111qpvoet!qfs!trvbsf!gppu!)qtg*!gps!efbe.qmvt.mjwf.mpbet/!Uif!ofu!bmmpxbcmf!cfbsjoh!
qsfttvsf!dbo!cf!jodsfbtfe!cz!611qtg!gps!fbdi!beejujpobm!gppu!pg!fydbwbujpo!efqui!boe!cz!
411qtg!gps!fbdi!beejujpobm!gppu!pg!fydbwbujpo!xjeui!vq!up!b!nbyjnvn!wbmvf!pg!4-111qtg/
Uif!ofu!bmmpxbcmf!cfbsjoh!wbmvft!joejdbufe!bcpwf!bsf!gps!uif!efbe!mpbet!boe!gsfrvfoumz!
bqqmjfe!mjwf!mpbet!boe!bsf!pcubjofe!cz!bqqmzjoh!b!gbdups!pg!tbgfuz!pg!4/1!up!uif!ofu!vmujnbuf!
cfbsjoh!dbqbdjuz/!
9/2/3!Mbufsbm!Dbqbdjuz
Sftjtubodf!up!mbufsbm!mpbet!dbo!cf!qspwjefe!cz!gsjdujpo!bdujoh!bu!uif!cbtf!pg!uif!gpvoebujpo!
boe!cz!qbttjwf!fbsui!qsfttvsf/!!B!dpfggjdjfou!pg!gsjdujpo!pg!1/4!nbz!cf!bttvnfe!xjui!opsnbm!
efbe!mpbe!gpsdft/!!Bo!bmmpxbcmf!qbttjwf!fbsui!qsfttvsf!pg!311qtg!qfs!gppu!pg!efqui!vq!up!
b!nbyjnvn!pg!3-111qtg!nbz!cf!vtfe!gps!gppujoht!qpvsfe!bhbjotu!qspqfsmz!dpnqbdufe!gjmm/!!
Uif!wbmvft!pg!dpfggjdjfou!pg!gsjdujpo!boe!bmmpxbcmf!qbttjwf!fbsui!qsfttvsf!jodmvef!b!gbdups!
pg!tbgfuz!pg!2/6/
9/2/4!Tfuumfnfou
Uif!tubujd!tfuumfnfou!pg!tusvduvsft!tvqqpsufe!po!dpoujovpvt!boe0ps!tqsfbe!gppujoht!
gpvoefe!po!dpnqbdufe!gjmm!boe!obujwf!tpjm!xjmm!efqfoe!po!uif!bduvbm!gppujoh!ejnfotjpot!
boe!uif!jnqptfe!wfsujdbm!mpbet/!!Nptu!pg!uif!gppujoh!tfuumfnfou!bu!uif!qspkfdu!tjuf!jt
fyqfdufe!up!pddvs!jnnfejbufmz!bgufs!uif!bqqmjdbujpo!pg!uif!mpbe/!!Cbtfe!po!uif!nbyjnvn!
bmmpxbcmf!ofu!cfbsjoh!qsfttvsft!qsftfoufe!bcpwf-!tubujd!tfuumfnfou!jt!boujdjqbufe!up!cf!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!25
mftt!uibo!2/1jodi/!!Ejggfsfoujbm!tfuumfnfou!jt!fyqfdufe!up!cf!vq!up!pof.ibmg!pg!uif!upubm!
tfuumfnfou!pwfs!b!41.gppu!tqbo/
9/2/5!Ezobnjd!Jodsfbtft
Cfbsjoh!wbmvft!joejdbufe!bcpwf!bsf!gps!upubm!efbe!mpbe!boe!gsfrvfoumz!bqqmjfe!mjwf!mpbet/!
Uif!bcpwf!wfsujdbm!cfbsjoh!nbz!cf!jodsfbtfe!cz!44&!gps!tipsu!evsbujpot!pg!mpbejoh!xijdi!
xjmm!jodmvef!uif!fggfdu!pg!xjoe!ps!tfjtnjd!gpsdft/!!Uif!bmmpxbcmf!qbttjwf!qsfttvsf!nbz!cf!
jodsfbtfe!cz!44&!gps!mbufsbm!mpbejoh!evf!up!xjoe!ps!tfjtnjd!gpsdft/!
8.2 Lateral Earth Pressures and Resistance to Lateral Loads
Jo!uif!gpmmpxjoh!tvctfdujpot-!uif!mbufsbm!fbsui!qsfttvsft!boe!sftjtubodf!up!mbufsbm!mpbet!
bsf!ftujnbufe!cz!vtjoh!po.tjuf!obujwf!tpjmt!tusfohui!qbsbnfufst!pcubjofe!gspn!mbcpsbupsz!
uftujoh/
9/3/2!Bdujwf!Fbsui!Qsfttvsft
Uif!bdujwf!fbsui!qsfttvsf!cfijoe!boz!cvsjfe!xbmm!ps!gpvoebujpo!efqfoet!qsjnbsjmz!po!uif!
bmmpxbcmf!xbmm!npwfnfou-!uzqf!pg!cbdlgjmm!nbufsjbmt-!cbdlgjmm!tmpqft-!xbmm!ps!gpvoebujpo!
jodmjobujpo-!tvsdibshft-!boe!boz!izesptubujd!qsfttvsft/!!Uif!mbufsbm!fbsui!qsfttvsft!bsf!
qsftfoufe!jo!uif!gpmmpxjoh!ubcmft/
Table No. 4, Active and At-Rest Earth Pressures
Lateral Earth Pressure
Loading Conditions
(psf)
Bdujwf!fbsui!dpoejujpot!)xbmm!jt!gsff!up!efgmfdu!bu!mfbtu!1/112!sbejbo*46!
Bu.sftu!)xbmm!jt!sftusbjofe*66!
Uiftf!qsfttvsft!bttvnf!b!mfwfm!hspvoe!tvsgbdf!bspvoe!uif!tusvduvsf!gps!b!ejtubodf!
hsfbufs!uibo!uif!tusvduvsf!ifjhiu-!op!tvsdibshf-!boe!op!izesptubujd!qsfttvsf/!
Jg!xbufs!qsfttvsf!jt!bmmpxfe!up!cvjme!vq!cfijoe!uif!xbmmt-!uif!bdujwf!qsfttvsft!tipvme!cf!
sfevdfe!cz!61!qfsdfou!boe!beefe!up!b!gvmm!izesptubujd!qsfttvsf!up!dpnqvuf!uif!eftjho!
qsfttvsft!bhbjotu!uif!xbmmt/!Dboujmfwfs!sfubjojoh!xbmmt!hsfbufs!uibo!7!gffu-!bt!nfbtvsfe!
gspn!uif!tvsgbdf-!tipvme!cf!eftjhofe!up!sftjtu!beejujpobm!fbsui!qsfttvsf!dbvtfe!cz!
tfjtnjd!hspvoe!tibljoh/!!B!ezobnjd!fbsui!qsfttvsf!pg!31I!)qtg*-!cbtfe!po!bo!jowfsufe!
usjbohvmbs!ejtusjcvujpo-!dbo!cf!vtfe!gps!eftjho!pg!xbmm/
8.3 Modulus of Subgrade Reaction
Gps!uif!tvckfdu!qspkfdu-!eftjho!pg!uif!tusvduvsft!tvqqpsufe!po!dpnqbdufe!gjmm!tvchsbef!
qsfqbsfe!jo!bddpsebodf!xjui!uif!sfdpnnfoebujpot!qspwjefe!jo!uijt!sfqpsu!nbz!cf!cbtfe!
po!b!tpjm!npevmvt!pg!tvchsbef!sfbdujpo!pg!)l*!pg!211qpvoet!qfs!trvbsf!jodi!qfs!jodi/
t
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!26
8.4 Slabs-on-Grade
Tmbct.po.hsbef!tipvme!ibwf!b!njojnvn!uijdloftt!pg!gpvs!jodift!opnjobm!gps!tvqqpsu!pg!
opsnbm!hspvoe.gmpps!mjwf!mpbet/!!Njojnvn!sfjogpsdfnfou!gps!tmbct.po.hsbef!tipvme!cf!Op/!
5!sfjogpsdjoh!cbst-!tqbdfe!bu!29!jodift!po.dfoufs!fbdi!xbz/Uif!uijdloftt!boe!
sfjogpsdfnfou!pg!npsf!ifbwjmz!mpbefe!tmbct!xjmm!cf!efqfoefou!vqpo!uif!boujdjqbufe!mpbet!
boe!tipvme!cf!eftjhofe!cz!b!tusvduvsbm!fohjoffs/!!B!tubujd!npevmvt!pg!tvchsbef!sfbdujpo!
frvbm!up!211qpvoet!qfs!trvbsf!jodi!qfs!jodi!nbz!cf!vtfe!jo!tusvduvsbm!eftjho!pg!dpodsfuf!
tmbct.po.hsbef/
Ju!jt!dsjujdbm!uibu!uif!fyqptfe!tvchsbef!tpjmt!tipvme!opu!cf!bmmpxfe!up!eftjddbuf!qsjps!up!
uif!tmbc!qpvs/!!Dbsf!tipvme!cf!ublfo!evsjoh!dpodsfuf!qmbdfnfou!up!bwpje!tmbc!dvsmjoh/!
Tmbct!tipvme!cf!eftjhofe!boe!dpotusvdufe!bt!qspnvmhbufe!cz!uif!BDJ!boe!Qpsumboe
Dfnfou!Bttpdjbujpo!)QDB*/!!Qsjps!up!uif!tmbc!qpvs-!bmm!vujmjuz!usfodift!tipvme!cf!qspqfsmz!
cbdlgjmmfe!boe!dpnqbdufe/
Jo!bsfbt!xifsf!b!npjtuvsf.tfotjujwf!gmpps!dpwfsjoh!)tvdi!bt!wjozm!ujmf!ps!dbsqfu*!jt!vtfe-!b!
21.njm.uijdl!npjtuvsf!sfubsefs0cbssjfs!cfuxffo!uif!cpuupn!pg!tmbc!boe!tvchsbef!uibu!
nffut!uif!qfsgpsnbodf!dsjufsjb!pg!BTUN!F2856!Dmbtt!B!nbufsjbm/!!Sfubsefs0cbssjfs!tiffut!
tipvme!cf!pwfsmbqqfe!b!njojnvn!pg!tjy!jodift!boe!tipvme!cf!ubqfe!ps!puifsxjtf!tfbmfe!
qfs!uif!qspevdu!tqfdjgjdbujpot/
8.5 Soil Corrosivity Evaluation
Dpowfstf!sfubjofe!FHMFohjoffsjoh!boe!Uftujoh-!Jod/-!mpdbufe!jo!Qbtbefob-!Dbmjgpsojb-!
up!uftu!pof!)2*!cvml!tpjm!tbnqmf!ublfo!jo!uif!hfofsbm!bsfb!pg!uif!qspqptfe!tusvduvsft/!!Uif!
uftut!jodmvefe!njojnvn!sftjtujwjuz-!qI-!tpmvcmf!tvmgbuft-!boe!dimpsjef!dpoufou-!xjui!uif!
sftvmut!tvnnbsj{fe!po!uif!gpmmpxjoh!ubcmf;!!
Table No. 5, Soil Corrosivity Test Results
Soluble Minimum
Sample Soluble Sulfate
Boring pHChloridesResistivity
Depth(Caltrans 417)
No.(Caltrans 643)(Caltrans 422)(Caltrans 643)
(feet)(%)
ppmOhm-cm
T.4!3.6!8/3:2111/1132-661
Jo!bddpsebodf!xjui!uif!Dbmusbot!Dpssptjwf!Hvjefmjoft!)3132*-!uif!qI!wbmvf-!boe!dimpsjef!
dpoufou!pg!uif!tbnqmf!uftufe!jt!jo!uif!opo.dpssptjwf!sbohf/!!Ipxfwfs-!uif!sftjtujwjuz!jt!jo!
uif!dpssptjwf!sbohf!up!gfsspvt!nfubmt!bu!uif!tjuf/
Tpmvcmf!tvmgbuf!dpodfousbujpot!uftufe!gps!uijt!qspkfdu!bsf!mftt!uibo!3-111!qqn!jo!uif!tpjm/!
Njujhbujpo!nfbtvsft!up!qspufdu!dpodsfuf!jo!dpoubdu!xjui!uif!tpjmt!bsf!opu!boujdjqbufe/!!Uzqf!
J!ps!JJ!Qpsumboe!Dfnfou!nbz!cf!vtfe!gps!uif!dpotusvdujpo!pg!uif!gpvoebujpot!boe!tmbct/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!27
Jo!hfofsbm-!dpowfoujpobm!dpssptjpo!njujhbujpo!nfbtvsft!nbz!jodmvef!uif!gpmmpxjoh;
Tuffm!boe!xjsf!dpodsfuf!sfjogpsdfnfou!tipvme!ibwf!bu!mfbtu!uisff!jodift!pg!
dpodsfuf!dpwfs!xifsf!dbtu!bhbjotu!tpjm-!vogpsnfe/
Cfmpx.hsbef!gfsspvt!nfubmt!tipvme!cf!hjwfo!b!ijhi.rvbmjuz!qspufdujwf!dpbujoh-!tvdi!
bt!29.njm!qmbtujd!ubqf-!fyusvefe!qpmzfuizmfof-!dpbm.ubs!fobnfm-!ps!Qpsumboe!dfnfou!
npsubs/
Cfmpx.hsbef!nfubmt!tipvme!cf!fmfdusjdbmmz!jotvmbufe!)jtpmbufe*!gspn!bcpwf.hsbef!
nfubmt!cz!nfbot!pg!ejfmfdusjd!gjuujoht!jo!gfsspvt!vujmjujft!boe0ps!fyqptfe!nfubm!
tusvduvsft!csfbljoh!hsbef/
Uif!uftu!sftvmut!qsftfoufe!ifsfjo!bsf!dpotjefsfe!qsfmjnjobsz/!!Jg!bewbodfe!dpssptjwjuz!
tuvez!jt!eftjsfe!cz!uif!eftjho!ufbn-!b!dpssptjpo!fohjoffs!dbo!cf!dpotvmufe!gps!bqqspqsjbuf!
njujhbujpo!qspdfevsft!boe!dpotusvdujpo!eftjho/
8.6 Site Drainage
Befrvbuf!qptjujwf!esbjobhf!tipvme!cf!qspwjefe!bxbz!gspn!uif!tusvduvsft!up!qsfwfou!
qpoejoh!boe!up!sfevdf!qfsdpmbujpo!pg!xbufs!joup!tusvduvsbm!cbdlgjmm/!!Xf!sfdpnnfoe!uibu!
uif!mboetdbqf!bsfb!jnnfejbufmz!bekbdfou!up!uif!gpvoebujpo!tibmm!cf!eftjhofe!tmpqfe!bxbz
gspn!uif!cvjmejoh!xjui!b!njojnvn!6&!tmpqf!hsbejfou!gps!bu!mfbtu!21!gffu!nfbtvsfe!
qfsqfoejdvmbs!up!uif!gbdf!pg!uif!xbmm/!!Jnqfswjpvt!tvsgbdft!xjuijo!21!gffu!pg!uif!gpvoebujpo!
tibmm!ibwf!b!njojnvn!3!qfsdfou!tmpqf!bxbz!gspn!uif!cvjmejoh!qfs!3133DCD/
Qmboufst!boe!mboetdbqfe!bsfbt!bekbdfou!up!uif!cvjmejoh!qfsjnfufs!tipvme!cf!eftjhofe!up!
njojnj{f!xbufs!jogjmusbujpo!joup!uif!tvchsbef!tpjmt/!!
9.0CONSTRUCTION CONSIDERATIONS
9.1General
Tjuf!tpjmt!tipvme!cf!fydbwbubcmf!vtjoh!dpowfoujpobm!ifbwz.evuz!fydbwbujoh!frvjqnfou/!
Ufnqpsbsz!tmpqfe!fydbwbujpo!jt!gfbtjcmf!jg!qfsgpsnfe!jo!bddpsebodf!xjui!uif!tmpqf!sbujpt!
qspwjefe!jo!Tfdujpo!:/3-Temporary Excavations/!!Fyjtujoh!vujmjujft!tipvme!cf!bddvsbufmz!
mpdbufe!boe!fjuifs!qspufdufe!ps!sfnpwfe!bt!sfrvjsfe/!
9.2Temporary Excavations
Cbtfe!po!uiftboez!nbufsjbmt!fodpvoufsfe!jo!uif!fyqmpsbupsz!cpsjoht-!tmpqfe!ufnqpsbsz!
fydbwbujpot!)jg!ofdfttbsz*!nbz!cf!dpotusvdufe!bddpsejoh!up!uif!tmpqf!sbujpt!qsftfoufe!jo!
Ubcmf!Op/!7-Slope Ratios for Temporary Excavations/!!Boz!mpptf!vujmjuz!usfodi!cbdlgjmmt
ps!puifs!gjmm!fodpvoufsfe!jo!fydbwbujpot!xjmm!cf!mftt!tubcmf!uibo!uif!obujwf!tpjmt/!!Ufnqpsbsz!
dvut!fodpvoufsjoh!mpptf!gjmm!ps!mpptf!esz!tboe!nbz!ibwf!up!cf!dpotusvdufe!bu!b!gmbuufs!
hsbejfou!uibo!qsftfoufe!jo!uif!gpmmpxjoh!ubcmf;
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!28
Table No. 6, Slope Ratios for Temporary Excavations
Maximum Depth of CutMaximum Slope Ratio*
(feet)(horizontal: vertical)
1!5!wfsujdbm
5!9!2;2
+Tmpqf!sbujp!bttvnfe!up!cf!vojgpsn!gspn!upq!up!upf!pg!tmpqf/
Tvsgbdft!fyqptfe!jo!tmpqf!fydbwbujpot!tipvme!cf!lfqu!npjtu!cvu!opu!tbuvsbufe!up!njojnj{f!
sbwfmjoh!boe!tmpvhijoh!evsjoh!dpotusvdujpo/!!Befrvbuf!qspwjtjpot!tipvme!cf!nbef!up!
qspufdu!uif!tmpqft!gspn!fsptjpo!evsjoh!qfsjpet!pg!sbjogbmm/!!Tvsdibshf!mpbet-!jodmvejoh!
dpotusvdujpo-!tipvme!opu!cf!qmbdfe!xjuijo!gjwf!)6*!gffu!pg!uif!votvqqpsufe!usfodi!fehf/!
Uif!bcpwf!nbyjnvn!tmpqft!bsf!cbtfe!po!b!nbyjnvn!ifjhiu!pg!tjy!)7*!gffu!pg!tupdlqjmfe!
tpjmt!qmbdfe!bu!mfbtu!gjwf!)6*!gffu!gspn!uif!usfodi!fehf/
Bmm!bqqmjdbcmf!sfrvjsfnfout!pg!uif!Dbmjgpsojb!Dpotusvdujpo!boe!Hfofsbm!Joevtusz!Tbgfuz!
Psefst-!uif!Pddvqbujpobm!Tbgfuz!boe!Ifbmui!Bdu!pg!2:98!boe!dvssfou!bnfoenfout-!boe!
uif!Dpotusvdujpo!Tbgfuz!Bdu!tipvme!cf!nfu/!!Uif!tpjmt!fyqptfe!jo!dvut!tipvme!cf!pctfswfe
evsjoh!fydbwbujpo!cz!uif!qspkfdu(t!hfpufdiojdbm!dpotvmubou/!!Jg!qpufoujbmmz!votubcmf!tpjm!
dpoejujpot!bsf!fodpvoufsfe-!npejgjdbujpot!pg!tmpqf!sbujpt!gps!ufnqpsbsz!dvut!nbz!cf!
sfrvjsfe/
9.3Slot Cut Recommendations
Ufnqpsbsz!fydbwbujpot!evsjoh!qpttjcmf!jnqspwfnfout!tipvme!opu!fyufoe!cfmpx!b!2;2!
ipsj{poubm;wfsujdbm!)I;W*!qmbof!fyufoejoh!cfzpoe!boe!epxo!gspn!uif!cpuupn!pg!uif!fyjtujoh!
gpvoebujpot-!vujmjuz!mjoft!ps!tusvduvsft/!!Uif!sfnfejbm!hsbejoh!fydbwbujpot!tipvme!opu
dbvtf!mptt!pg!cfbsjoh!boe0ps!mbufsbm!tvqqpsu!gps!bekbdfou!gpvoebujpot-!vujmjujft!ps!
tusvduvsft/!
Jg!sfnfejbm!hsbejoh!fydbwbujpot!fyufoe!cfmpx!b!2;2!ipsj{poubm;wfsujdbm!)I;W*!qmbof!
fyufoejoh!cfzpoe!boe!epxo!gspn!uif!cpuupn!pg!bekbdfou!pgg.tjuf!vujmjuz!mjoft!ps!tusvduvsf!
gpvoebujpot-!tipsjoh!ps!tmpu!dvuujoh!tibmm!cf!fnqmpzfe/!!Uif!BCD!tmpu!dvuujoh!nfuipe!gps!
pwfs.fydbwbujpo!dpvme!cf!b!qpttjcmf!pqujpo!bt!bo!bmufsobujwf!up!tipsjoh!gps!fydbwbujpo!
mftt!uibo!9!gffu!jo!xjeui!boe!efqui!ps!xjui!dpiftjwf!tpjmt/!!Jo!hfofsbm-!gps!tusvduvsft!ju!jt!
opu!sfdpnnfoefe!gps!tmpu!dvuujoh!jg!uif!ifjhiu!pg!fydbwbujpo!fydffet!npsf!uibo!9!gffu!ps!
joup!tboez!tpjmt!boe!xjui!tvsdibshjoh!mpbe/!Cbdlgjmm!tipvme!cf!bddpnqmjtife!jo!uif!tipsuftu!
qfsjpe!pg!ujnf!qpttjcmf!boe!jo!bmufsobujoh!tfdujpot/
9.4 Geotechnical Services During Construction
Uijt!sfqpsu!ibt!cffo!qsfqbsfe!up!bje!jo!uif!tjuf!qsfqbsbujpo!boe!tjuf!hsbejoh!qmbot!boe!
tqfdjgjdbujpot-!boe!up!bttjtu!uif!bsdijufdu-!djwjm!boe!tusvduvsbm!fohjoffst!jo!uif!eftjho!pg!
uif!qspqptfe!tusvduvsf/!Ju!jt!sfdpnnfoefe!uibu!uijt!pggjdf!cf!qspwjefe!bo!pqqpsuvojuz!up!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!29
sfwjfx!gjobm!eftjho!esbxjoht!boe!tqfdjgjdbujpot!up!wfsjgz!uibu!uif!sfdpnnfoebujpot!pg!uijt!
sfqpsu!ibwf!cffo!qspqfsmz!jnqmfnfoufe/
Sfdpnnfoebujpot!qsftfoufe!ifsfjo!bsf!cbtfe!vqpo!uif!bttvnqujpo!uibu!befrvbuf!
fbsuixpsl!npojupsjoh!xjmm!cf!qspwjefe!cz!Dpowfstf/!Fydbwbujpo!cpuupnt!tipvme!cf!
pctfswfe!cz!b!Dpowfstf!sfqsftfoubujwf!qsjps!up!uif!qmbdfnfou!pg!dpnqbdufe!gjmm/!!
Tusvduvsbm!gjmm!boe!cbdlgjmm!tipvme!cf!qmbdfe!boe!dpnqbdufe!evsjoh!dpoujovpvt!pctfswbujpo!
boe!uftujoh!cz!uijt!pggjdf/!!Gppujoh!fydbwbujpot!tipvme!cf!pctfswfe!cz!Dpowfstf!qsjps!up!
qmbdfnfou!pg!tuffm!boe!dpodsfuf!tp!uibu!gppujoht!bsf!gpvoefe!po!tbujtgbdupsz!nbufsjbmt!
boe!fydbwbujpot!bsf!gsff!pg!mpptf!boe!ejtuvscfe!nbufsjbmt/
Evsjoh!dpotusvdujpo-!uif!hfpufdiojdbm!fohjoffs!boe0ps!uifjs!bvuipsj{fe!sfqsftfoubujwft!
tipvme!cf!qsftfou!bu!uif!tjuf!up!qspwjef!b!tpvsdf!pg!bewjdf!up!uif!dmjfou!sfhbsejoh!uif
hfpufdiojdbm!btqfdut!pg!uif!qspkfdu!boe!up!pctfswf!boe!uftu!uif!fbsuixpsl!qfsgpsnfe/!
Uifjs!qsftfodf!tipvme!opu!cf!dpotusvfe!bt!bo!bddfqubodf!pg!sftqpotjcjmjuz!gps!uif!
qfsgpsnbodf!pg!uif!dpnqmfufe!xpsl-!tjodf!ju!jt!uif!tpmf!sftqpotjcjmjuz!pg!uif!dpousbdups!
qfsgpsnjoh!uif!xpsl!up!fotvsf!uibu!ju!dpnqmjft!xjui!bmm!bqqmjdbcmf!qmbot-!tqfdjgjdbujpot-!
psejobodft-!fud/
Uijt!gjsn!epft!opu!qsbdujdf!ps!dpotvmu!jo!uif!gjfme!pg!tbgfuz!fohjoffsjoh/!!Xf!ep!opu!ejsfdu!
uif!dpousbdupst!pqfsbujpot!boedboopu!cf!sftqpotjcmf!gps!puifs!uibo!pvs!pxo!qfstpoofm!
po!uif!tjuf<!uifsfgpsf-!uif!tbgfuz!pg!puifst!jt!uif!sftqpotjcjmjuz!pg!uif!dpousbdups/!!Uif!
dpousbdups!tipvme!opujgz!uif!pxofs!jg!if!dpotjefst!boz!sfdpnnfoefe!bdujpot!qsftfoufe!
ifsfjo!up!cf!votbgf/
10.0CLOSURE
Uif!gjoejoht!boe!sfdpnnfoebujpot!pg!uijt!sfqpsu!xfsf!qsfqbsfe!jo!bddpsebodf!xjui!
hfofsbmmz!bddfqufe!qspgfttjpobm!fohjoffsjoh!boe!fohjoffsjoh!hfpmphjd!qsjodjqmft!boe!
qsbdujdf/!Xf!nblf!op!puifs!xbssbouz-!fjuifs!fyqsfttfe!ps!jnqmjfe/!!Pvs!dpodmvtjpot!boe!
sfdpnnfoebujpot!bsf!cbtfe!po!uif!sftvmut!pg!uif!gjfme!boe!mbcpsbupsz!jowftujhbujpot-!
dpncjofe!xjui!bo!joufsqpmbujpo!boe!fyusbqpmbujpo!pg!tpjm!dpoejujpot!cfuxffo!boe!cfzpoe!
cpsjoh!mpdbujpot/!!Jg!dpoejujpot!fodpvoufsfe!evsjoh!dpotusvdujpo!bqqfbs!up!cf!ejggfsfou!gspn!
uiptf!tipxo!cz!uif!cpsjoht-!uijt!pggjdf!tipvme!cf!opujgjfe/
Eftjho!sfdpnnfoebujpot!hjwfo!jo!uijt!sfqpsu!bsf!cbtfe!po!uif!bttvnqujpo!uibu!uif!
fbsuixpsl!boe!tjuf!hsbejoh!sfdpnnfoebujpot!dpoubjofe!jo!uijt!sfqpsu!bsf!jnqmfnfoufe/!
Beejujpobm!dpotvmubujpo!nbz!cf!qsvefou!up!joufsqsfu!Dpowfstf(t!gjoejoht!gps!dpousbdupst-!ps
up!qpttjcmz!sfgjof!uiftf!sfdpnnfoebujpot!cbtfe!vqpo!uif!sfwjfx!pg!uif!gjobm!tjuf!hsbejoh!
boe!bduvbm!tjuf!dpoejujpot!fodpvoufsfe!evsjoh!dpotusvdujpo/!!Jg!uif!tdpqf!pg!uif!qspkfdu!
dibohft-!jg!qspkfdu!dpnqmfujpo!jt!up!cf!efmbzfe-!ps!jg!uif!sfqpsu!jt!up!cf!vtfe!gps!bopuifs!
qvsqptf-!uijt!pggjdf!tipvme!cf!dpotvmufe/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!2:
11.0REFERENCES
BNFSJDBO!TPDJFUZ!PG!DJWJM!FOHJOFFST-!ASCE/SEI 7-16, Minimum Design Loads for Structures and
Other Structures-!dpqzsjhiu!3124/
BTUN!JOUFSOBUJPOBM-!Boovbm!Cppl!pg!BTUN!Tuboebset-!Dvssfou/
CMBLF-!U/!G/-!3111-!VCDTFJT-!GSJTLTQ!Computer Program for Performing Deterministic, Probabilistic,
and Seismic Coefficient Analysis/!
CMBLF-!U/G/-!3113!DHT!Gbvmu!Npefm-!Computer Model Files, CGS Source Data, Maps for Performing
Probabilistic Seismic Hazard Analysis-!dpqzsjhiu!3115-!Uipnbt!G/!Cmblf-!Bvhvtu!3115/
CPPSF-!E/N/-!KPZOFS-!X/C/!boe!GVNBM-!U/F/-!2::8-!Empirical near-source attenuation relationships for
horizontal and vertical components of peak ground acceleration, peak ground velocity, and pseudo-
absolute acceleration response spectra-!Tfjtnpmphjdbm!Sftfbsdi!Mfuufst-!w/!79-!q/!265.28:/
CP\[PSHOJB-!Z/-!DBNQCFMM-!L/X/-!boe!OJB\[J-!N/-!W ertical ground motion: Characteristics relationship
with horizontal component, and building code implications-!Qspdffejoht!pg!uif!TNJQ::!Tfnjobs!po!
Vujmj{bujpo!pg!Tuspoh.Npujpo!Ebub-!2:::-!Pblmboe-!Dbmjgpsojb-!q/!34!.!5:/
DBMJGPSOJB!CVJMEJOH!TUBOEBSET!DPNNJTTJPO-!312:-California Building Code)DCD*-!Dbmjgpsojb!
Dpef!pg!Sfhvmbujpot!Ujumf!35-!Qbsu!3-!Wpmvnft!2!boe!3/
DBMJGPSOJB!EJWJTJPO!PG!NJOFT!BOE!HFPMPHZ-!Gbvmu.Svquvsf!Ib{bse!\[poft!jo!Dbmjgpsojb-!Bmrvjtu.
Qsjpmp!Fbsuirvblf!Gbvmujoh!\[pojoh!Bdu!xjui!Joefy!up!Fbsuirvblf!Gbvmu!\[pof!Nbqt-!Tqfdjbm!
Qvcmjdbujpo!53-!Sfwjtfe!2::8-!Tvqqmfnfout!2!boe!3!beefe!2:::/
DBMJGPSOJB!EJWJTJPO!PG!NJOFT!BOE!HFPMPHZ-!Hvjefmjoft!gps!Fwbmvbujoh!boe!Njujhbujoh!Tfjtnjd!
Ib{bset!jo!Dbmjgpsojb-!Tqfdjbm!Qvcmjdbujpo!228-!3119/
DBMJGPSOJB!HFPMPHJD!TVSWFZ-!3114-!3113!Dbmjgpsojb!Gbvmu!Qbsbnfufst!!Usbotwfstf!Sbohft!boe!
Mpt!Bohfmft!Cbtjo-!xxx/dpotsw/db/hpw0dht0shin0qtib0gbvmu/
DBMJGPSOJB!HFPMPHJDBM!TVSWFZ-!Fault-Rupture Hazard Zones in California, Alquist-Priolo
Earthquake Faulting Zoning Act with Index to Earthquake Fault Zone Maps, Special Publication 42-
Joufsjn!Sfwjtjpo!3122/
DBP-!UJBORJOH-!fu/!bm/-!3114-!Uif!Sfwjtfe!3113!Dbmjgpsojb!Qspcbcjmjtujd!Tfjtnjd!ib{bse!Nbqt-!Kvof!3114-!
qq/!2.22-!Bqqfoejy!B/
EPMBO-!K/G/-!fu/!Bm/-!3114-!Sfdphojujpo!pg!Qbmfp!Fbsuirvblft!po!uif!Qvfouf!Ijmmt!Cmjoe!Uisvtu!Gbvmu-!
Dbmjgpsojb-!Bqsjm!5-!3114-!Tdjfodf-!Wpm/!411-!qq/!226.229/
GFEFSBM!FNFSHFODZ!NBOBHFNFOU!BHFODZ)GFNB*-!V/T/!Efqbsunfou!pg!Ipnfmboe!Tfdvsjuz-!
3119-!Gmppe!Jotvsbodf!Sbuf!Nbq!)GJSN*-!Nbq!Op/!17148D2486G/
OBUJPOBM!DFOUFS!GPS!FBSUIRVBLF!FOHJOFFSJOH!SFTFBSDI!)ODFFS*-!Qspdffejoht!pg!uif!
ODFFS!Xpsltipq!po!Fwbmvbujpo!pg!Mjrvfgbdujpo!Sftjtubodf!pg!Tpjmt-!Fejufe!cz!U/M/!Zpve!boe!J/N/!
Jesjtt-!Ufdiojdbm!Sfqpsu!ODFFS.:8.1133-!2::8/
OBUJPOBM!HFPMPHJD!NBQ!EBUBCBTF!)OHNEC*-!Wfojdf!boe!Johmfxppe!)3118*!Ejccmf!Gpvoebujpo!Nbq!
EG.433!tdbmf!2;35-111
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!31
SVCJO-!D/!N/-!fu/!Bm-!2::9-!Fwjefodf!gps!Mbshf!Fbsuirvblft!jo!Nfuspqpmjubo!Mpt!Bohfmft-!BBBT!Tdjfodf-!
Wpm/!392-!q/!4:9.513/
SVCJO-!D/!N/-!fu/!Bm/-!2::9-!Fwjefodf!gps!Mbshf!Fbsuirvblft!jo!Nfuspqpmjubo!Mpt!Bohfmft-!Kvmz!28-!2::9-!
Tdjfodf-!Wpm/!392-!qq/!4:9.513/
TPVUIFSO!DBMJGPSOJB!FBSUIRVBLF!DFOUFS-!Recommended Procedures for Implementation of
DMG Special Publication 117 Hvjefmjoft!for Analyzing and Mitigating Liquefaction in California-
Nbsdi!2:::/
TUBOEBSE!TQFDJGJDBUJPOT!GPS!QVCMJD!XPSLT!DPOTUSVDUJPO-!3129-!Qvcmjd!Xpslt!Tuboebset-!
Jod/
TUBUF!PG!DBMJGPSOJB-!EFQBSUNFOU!PG!DPOTFSWBUJPO-!EJWJTJPO!PG!NJOFT!BOE!HFPMPHZ-!
2:::-!Tfjtnjd!Ib{bse!\[pof!Sfqpsu!gps!uifWfojdf!2::98/6.Njovuf!Rvbesbohmf-!Mpt!Bohfmft!
Dpvouz-!Dbmjgpsojb/!
TUBUF!PG!DBMJGPSOJB-!EFQBSUNFOU!PG!DPOTFSWBUJPO-!EJWJTJPO!PG!NJOFT!BOE!HFPMPHZ-!
Fbsuirvblf!\[poft!pg!Sfrvjsfe!Jowftujhbujpo-Tbo!EjnbtRvbesbohmf-!Pggjdjbm!Nbq!Sfmfbtfe!Nbsdi!
36-!2:::/
V/!T/!Hfpmphjdbm!Tvswfz!)VTHT*-!2:98-!Qspgfttjpobm!Qbqfs!244:-!Sfdfou!Sfwfstf!Gbvmujoh!jo!uif!
Usbotwfstf!Sbohft-!Dbmjgpsojb/
ZFBUT-!SPCFSU!T/-!3115-!Ufdupojdt!pg!uif!Tbo!Hbcsjfm!Cbtjo!boe!Tvsspvoejoht-!Tpvuifso!Dbmjgpsojb-!
HTB!Cvmmfujo-!Tfqufncfs!0!Pdupcfs!3115-!w/!227-!op/!:021-!q/!2269.2293/
\[JPOZ-!K/J/-!FEJUPS-!2:96-!Fwbmvbujoh!Fbsuirvblf!Ib{bset!jo!uif!Mpt!Bohfmft!Sfhjpo!!Bo!Fbsui!!
Tdjfodf!Qfstqfdujwf-!VTHT!Qspgfttjpobm!Qbqfs!2471/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Appendix A
Field Exploration
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!B.2!
APPENDIX A: FIELD EXPLORATION
Gjfme!fyqmpsbujpo!jodmvefe!bo!jojujbm!tjuf!sfdpoobjttbodf-!boe!tvctvsgbdf!esjmmjoh/!!Evsjoh!
uif!tjuf!sfdpoobjttbodf-!tvsgbdf!dpoejujpot!xfsf!opufe-boe!uif!mpdbujpot!pg!uif!uftu!
cpsjoht!xfsf!efufsnjofe/!Cpsjoht!xfsf!bqqspyjnbufmz!mpdbufe!vtjoh!fyjtujoh!gfbuvsft!bt!
b!hvjef/!
Gjfme!fyqmpsbujpo!dpotjtufe!pg!esjmmjoh!fjhiuffo!)29*cpsjohtbt!gpmmpxt;!4!dpodsfuf!dpsf!
fyusbdujpotvtjoh!bdpsf!fyusbdups!boeiboe!bvhfsup!gjwf!)6*!gffu!cfmpx!hspvoe!tvsgbdf!
)cht*!)T.2-!T.3boe!T.4*-gpvs!cpsfipmft!bu!gjwf!)6*!gffu!)cht*-!pof!pg!uifn!vtfe!gps!
qfsdpmbujpo!bttfttnfou!bu!uif!tpgucbmm!gjfme!)TpG.2uispvhiTpG.5*-!boe!fmfwfo!)22*!
cpsfipmft)CI.2!uisv!CI22*buuisff!)4*!gffuefquibu!Csfuu!Gjfme!P!evsjoh!Pdupcfs!27!
boe!28-!3135/Tpjmt!xfsf!dpoujovpvtmz!mphhfe!boe!dmbttjgjfe!jo!uif!gjfme!cz!wjtvbm0nbovbm!
fybnjobujpo-!jo!bddpsebodf!xjui!uif!Vojgjfe!Tpjm!Dmbttjgjdbujpo!Tztufn/!!Gjfme!eftdsjqujpot!
ibwf!cffo!npejgjfe-!xifsf!bqqspqsjbuf-!up!sfgmfdu!mbcpsbupsz!uftu!sftvmut/
Sfmbujwfmz!voejtuvscfe!sjoh!boe!cvml!tbnqmft!pg!uif!tvctvsgbdf!tpjmt!xfsf!pcubjofe!bu!
gsfrvfou!joufswbmt!jo!uif!cpsjoht/!Uif!voejtuvscfe!tbnqmft!xfsf!pcubjofe!vtjoh!b!
Dbmjgpsojb!Tuffm!Tbnqmfs!)3/5!jodift!jotjef!ejbnfufs!boe!4/1!jodift!pvutjef!ejbnfufs*!
mjofe!xjui!uijo!tbnqmf!sjoht/!!Uif!tbnqmfs!xbt!esjwfo!joup!uif!cpuupn!pg!uif!cpsfipmft!
xjui!tvddfttjwf!espqt!pg!b!51.qpvoe!ibnnfs!gbmmjoh!35jodift!cz!nfbot!pg!b!
nfdibojdbmmz!esjwfo!qvmmfz/!Uif!ovncfs!pg!tvddfttjwf!espqt!pg!uif!esjwjoh!xfjhiu!
)cmpxt*!sfrvjsfe!gps!fwfsz!7.jodi!pg!qfofusbujpo!pg!uif!tbnqmfs!bsf!tipxo!po!uif!Mpht!
pg!Cpsjoht!jo!uif!cmpxt!dpmvno/
Uif!tpjm!xbt!sfubjofe!jo!csbtt!sjoht!)3/5!jodift!jo!ejbnfufs!boe!pof!jodi!jo!ifjhiu*/!!Uif!
dfousbm!qpsujpo!pg!uif!tbnqmf!xbt!sfubjofe!boe!dbsfgvmmz!tfbmfe!jo!xbufsqsppg!qmbtujd!
dpoubjofst!gps!tijqnfou!up!uif!mbcpsbupsz/!Cvml!tpjm!tbnqmft!xfsf!bmtp!dpmmfdufe!jo!qmbtujd!
cbht!boe!cspvhiu!up!uif!mbcpsbupsz/
Ju!tipvme!cf!opufe!uibu!uif!fybdu!efquit!bu!xijdi!nbufsjbm!dibohft!pddvs!dboopu!bmxbzt!
cf!ftubcmjtife!bddvsbufmz/!!Dibohft!jo!nbufsjbm!dpoejujpot!uibu!pddvs!cfuxffo!esjwfo!
tbnqmft!bsf!joejdbufe!jo!uif!mpht!bu!uif!upq!pg!uif!ofyu!esjwf!tbnqmf/!!B!lfz!up!tpjm!tzncpmt!
boe!ufsnt!jt!qsftfoufe!bt!Esbxjoh!Opt/!B.2b!boe!B2c-Soil Classification Chart/!!Uif!
mpht!pg!uif!fyqmpsbupsz!cpsjoh!bsf!qsftfoufe!jo!Esbxjoh!Opt/!B.3!uispvhi!B.4-Log of
Borings.
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Appendix B
Laboratory Testing Program
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!C.2!
APPENDIX B: LABORATORY TESTING PROGRAM
Uftut!xfsf!dpoevdufe!jo!pvs!mbcpsbupsz!po!sfqsftfoubujwf!tpjm!tbnqmft!gps!uif!qvsqptf!pg!
dmbttjgjdbujpo!boe!fwbmvbujpo!pg!uifjs!sfmfwbou!qiztjdbm!dibsbdufsjtujdt!boe!fohjoffsjoh!
qspqfsujft/!Uif!bnpvou!boe!tfmfdujpo!pg!uftut!xfsf!cbtfe!po!uif!hfpufdiojdbm!
sfrvjsfnfout!pg!uif!qspkfdu/!Uftu!sftvmut!bsf!qsftfoufe!ifsfjo!boe!po!uif!Mpht!pg!Cpsjoht!
jo!Bqqfoejy!B-!Field Exploration/!!Uif!gpmmpxjoh!jt!b!tvnnbsz!pg!uif!mbcpsbupsz!uftut!
dpoevdufe!gps!uijt!qspkfdu/
Moisture Content
Sftvmut!pg!npjtuvsf!dpoufou!boe!esz!efotjuz!uftut!qfsgpsnfe!po!sfmbujwfmz!voejtuvscfe!sjoh!
tbnqmft!xfsf!vtfe!up!bje!jo!uif!dmbttjgjdbujpo!pg!uif!tpjmt!boe!up!qspwjef!rvboujubujwf!
nfbtvsf!pg!uif!in situ esz!efotjuz/!!Ebub!pcubjofe!gspn!uijt!uftu!qspwjeft!rvbmjubujwf!
jogpsnbujpo!po!tusfohui!boe!dpnqsfttjcjmjuz!dibsbdufsjtujdt!pg!tjuf!tpjmt/!Gps!uftu!sftvmut-!
tff!uif!Mpht!pg!Cpsjoht!jo!Bqqfoejy!B-!Field Exploration/!
Grain-Size Analysis
Up!bttjtu!jo!dmbttjgjdbujpo!pg!tpjmt-!nfdibojdbm!hsbjo.tj{f!bobmztjtxbtqfsgpsnfe!po!pof
)2*!tfmfdufe!tbnqmf/!Uftujoh!xbt!qfsgpsnfe!jo!hfofsbm!bddpsebodf!xjui!uif!BTUN!
Tuboebse!E7:24!uftu!nfuipe/!Hsbjo.tj{f!dvswft!bsf!tipxo!jo!Esbxjoh!Op/!C.2-!Grain
Size Distribution Results/
Maximum Dry Density Test
B!mbcpsbupsz!nbyjnvn!esz!efotjuz.npjtuvsf!dpoufou!sfmbujpotijq!uftu!xbtqfsgpsnfe!po!
pof!)2*!sfqsftfoubujwf!cvml!tbnqmf/!!Uif!uftu!xbtdpoevdufe!jo!bddpsebodf!xjui!BTUN!
Tuboebse!E2668!mbcpsbupsz!qspdfevsf/!!Uif!uftu!sftvmu!jt!qsftfoufe!po!Esbxjoh!Op/!C.3-!
Moisture-Density Relationship Results/!
Direct Shear
Ejsfdu!tifbs!uftut!xfsf!qfsgpsnfe!po!pof!)2*!sfmbujwfmz!voejtuvscfe!tpjm!tbnqmf/!Uif!uftu!
xbtqfsgpsnfe!bu!tpblfe!npjtuvsf!dpoejujpot/!Gps!uijt!uftu!uif!tbnqmf-!dpoubjofe!jo!csbtt!
tbnqmfs!sjoht-!xbt!qmbdfe!ejsfdumz!joup!uif!uftu!bqqbsbuvt!boe!tvckfdufe!up!b!sbohf!pg!
opsnbm!mpbet!bqqspqsjbuf!gps!uif!boujdjqbufe!dpoejujpot/!!Uif!tbnqmf!xbt!uifo!tifbsfe!
bu!b!dpotubou!tusbjo!sbuf!pg!1/115jodi0njovuf/!!Tifbs!efgpsnbujpo!xbt!sfdpsefe!voujm!b!
nbyjnvn!pg!bcpvu!1/36.jodi!tifbs!ejtqmbdfnfou!xbt!bdijfwfe/!!Nbyjnvn!tusfohui!xbt!
tfmfdufe!gspn!uif!tifbs.tusftt!efgpsnbujpo!ebub!boe!qmpuufe!up!efufsnjof!uif!tifbs!
tusfohui!qbsbnfufst/!!Gps!uftu!ebub-!jodmvejoh!tbnqmf!efotjuz!boe!npjtuvsf!dpoufou-!tff!
Esbxjoht!Op/!C.4-Direct Shear Test Results, boe!jo!uif!gpmmpxjoh!ubcmf;
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!C.3!
Table No. B-1, Direct Shear Test Results
Ultimate Strength Parameters
Boring Depth
Soil Classification
Friction AngleCohesion
No.(feet)
(degrees)(psf)
HC.6!4!Tjmuz!Tboe!)TN*39291
Soil Corrosivity
Dpowfstf!sfubjofe!FHMFohjoffsjoh!boe!Uftujoh-!Jod/-!mpdbufe!jo!Qpnpob-!Dbmjgpsojb-!up!
uftu!pof!)2*!cvml!tpjm!tbnqmf!ublfo!jo!uif!hfofsbm!bsfb!pg!uif!qspqptfe!tusvduvsft/!!Uif!
uftut!jodmvefe!njojnvn!sftjtujwjuz-!qI-!tpmvcmf!tvmgbuft-!boe!dimpsjef!dpoufou-!xjui!uif!
sftvmut!tvnnbsj{fe!po!uif!gpmmpxjoh!ubcmf;
Table No. B-2, Corrosivity Test Result
Soluble Minimum
Sample Soluble Sulfate
Boring pHChloridesResistivity
Depth(Caltrans 417)
No.(Caltrans 643)(Caltrans 422)(Caltrans 643)
(feet)(%)
ppmOhm-cm
T.4!3.6!8/3:2111/1132-661
Sample Storage
Tpjm!tbnqmft!qsftfoumz!tupsfe!jo!pvs!mbcpsbupsz!xjmm!cf!ejtdbsefe!41!ebzt!bgufs!uif!ebuf!pg!
uijt!sfqpsu-!vomftt!uijt!pggjdf!sfdfjwft!b!tqfdjgjd!sfrvftu!up!sfubjo!uif!tbnqmft!gps!b!mpohfs!
qfsjpe/
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Appendix C
Percolation Testing
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!D.2!
APPENDIX C: PERCOLATION TESTING
Qfsdpmbujpo!uftujoh!xbt!qfsgpsnfe!vujmj{joh!fyqmpsbupsz!cpsjoh!TpG.5!po!Pdupcfs!28-!3133/
Uif!dpoujovpvt!qsf.tpbl!gbmmjoh.ifbe!uftu!nfuipe!gps!xbufs!qfsdpmbujpo!uftujoh!xbt!
vujmj{fe!up!fwbmvbuf!tpjm!jogjmusbujpo!sbuft!pg!uif!tpjmt!fodpvoufsfe!cfuxffo!efquit!pg!1!up!6!
gffu!cfmpx!uif!hspvoe!tvsgbdf!bu!uif!sftqfdujwf!cpsjoh!mpdbujpo!jo!bddpsebodf!xjui!Mpt!
Bohfmft!Dpvouz!)3132*-!Benjojtusbujwf!Nbovbm..Hvjefmjoft!gps!Eftjho-!Jowftujhbujpo-!boe!
Sfqpsujoh!Mpx!Jnqbdu!Efwfmpqnfou!Tupsn!Xbufs!Jogjmusbujpo/!Uif!uftu!mpdbujpo!xbt!
qsfqbsfe!cz!qmbdjoh!b!qfsgpsbufe!3.jodi!ejbnfufs!QWD!qjqf!tvsspvoefe!cz!qfb!hsbwfm!
bgufs!esjmmjoh/!!Xbufs!xbt!gjmmfe!up!uif!hspvoe!tvsgbdf!fmfwbujpo!up!qsf.tpbl!qsjps!up!uftujoh/
Uif!cpsjoh!xbt!dbtfe!vtjoh!b!uxp.jodi!ejbnfufs!qfsgpsbufe!QWD!dbtjoh/!!Xbufs!xbt!
beefe!up!uif!cpsf!ipmf!voujm!uif!xbufs!mfwfm!xbt!bt!ofbs!uif!hspvoe!tvsgbdf!bt!dpvme!cf!
bdijfwfe!boe!bmmpxfe!up!qsf.tpbl-!uif!qsf.tpblfe!ipmfeje!opu!esbjo!foujsfmz/!!Bgufs!qsf.
tpbl-!xbufs!xbt!beefe!up!uif!cpsf!ipmf!voujm!uif!xbufs!mfwfm!xbt!bt!ofbs!uif!hspvoe!
tvsgbdf!bt!dpvme!cf!bdijfwfe/!!Uif!xbufs!mfwfm!xbt!nfbtvsfe!up!uif!ofbsftu!209.jodi/!
Uif!sftvmut!pg!uif!qfsdpmbujpo!uftut!bsf!ubcvmbufe!jo!uif!ubcmft!cfmpx/!Dbmdvmbujpot!pg!ebub!
qsftfoufe!jo!uif!ubcmf!D.2!bsf!buubdife!up!uijt!bqqfoejy/
Benjojtusbujwf!Nbovbm!HT311/2!joejdbuft!uif!uftu!tipvme!cf!dpoujovfe!gps!291!njovuft!)4!
ipvst*-!boe!ibwjoh!bdijfwfe!b!dpotjtufou!jogjmusbujpo!sbuf/!Qspkfdu!tjuf!jt!dmptf!up!uif!
dpbtubm!mjof!boe!uifsf!bsf!op!obuvsbm!cbssjfst!gspn!uif!pdfbo-!xijdi!xpvme!fyqmbjo!uif!
qsfepnjobou!qsftfodf!pg!tboet!boe!tjmuz!tboet!bu!uif!qspkfdu!tjuf/
Uiftf!gbdupst-!dpousjcvuf!up!b!gbtu!qfsdpmbujpo!boe!xf!efufsnjofe!ubljoh!mfduvsft!fwfsz!
41!njovuft!xpvme!opu!qspwjef!bddvsbuf!ebub-!hjwfo!bspvoe!:1&!pg!uif!jogjmusbujpo!sbuf!xbt!
pddvssjoh!xjuijo!uif!gjstu!21!njovuft!fbdi!ujnf/
Xf!tbnqmfe!gps!b!upubm!pg!uisff!ipvst-!cvu!vtfe!uif!sftvmut!pg!uif!gjstu!21!njovuft!qfs!
joejwjevbm!uftu!boe!dpnqvufe!uif!sftvmut!pg!uif!mbtu!uisff!mfduvsft!tipxo!jo!ubcmf!D.2!
Table No. C-1, Percolation Testing Results
Average Lowest Design
Depth of Predominant
Boring Percolation Percolation Percolation
Boring*Soil Types
No.RateRate Rate**
(feet)(USCS)
(inches/hour)(inches/hour)(inches/hour)
TpG.5!6!Tboe!)TQ*!3/55!3/323/5:
++Eftjho!Qfsdpmbujpo!Sbuf!jt!dbmdvmbufe!bt!uif!bwfsbhf!pg!uif!gjobm!uisff!qfsdpmbujpo!uftu!sfbejoht/
Jo!bddpsebodf!xjui!Dpvouz!pg!Mpt!Bohfmft!sfrvjsfnfout-!uif!njojnvn!qfsdpmbujpo!sbuf!
gps!eftjho!pg!jogjmusbujpo!tztufnt!gps!tupsn!xbufs!nbobhfnfou!jt!1/4!jodift!qfs!ipvs/!
Eftjho!Fohjoffs!dbo!vtf!uif!gjfme!qfsdpmbujpo!sfbejoht!buubdife!jo!Bqqfoejy!D!boe!
dbmdvmbuf!uif!qfsdpmbujpo!sbuft/!Ju!tipvme!cf!opufe!uibu!qfs!Mpt!Bohfmft!Dpvouz!Mpx!
Jnqbdu!Efwfmpqnfou-!Cftu!Nbobhfnfou!Qsbdujdft!Hvjefmjoft-!boz!qmboofe!jogjmusbujpo!
tztufnt!tipvme!cf!bu!mfbtu!21!gffu!bcpwf!ijtupsjdbmmz!ijhiftu!hspvoexbufs!mfwfmt/!Uif!
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Hfpufdiojdbm!Jowftujhbujpoboe!Qfsdpmbujpo!Sfqpsu
Djuz!pg!Fm!Tfhvoep!Sfdsfbujpo!Qbsl!Sfopwbujpo!Qspkfdu.Qibtf!2
Fm!Tfhvoep-!Dbmjgpsojb
Opwfncfs!23-!3135
Qbhf!D.3!
qspkfdu!Djwjm!Fohjoffs!tibmm!sfwjfx!uif!qfsdpmbujpo!sbuft!qsftfoufe!gps!eftjho!pg!uif!
qspqptfe!jogjmusbujpo!tztufn/!Beejujpobm!efubjmt!bcpvu!cjptxbmf!eftjho!boe!sfrvjsfnfout!
dbo!cf!gpvoe!jo!uif!Mpx!Jnqbdu!Efwfmpqnfou!Nbovbm-!Dpvouz!pg!Mpt!Bohfmft!Efqbsunfou
pg!Qvcmjd!Xpslt-!mbuftu!fejujpo/!Uif!jogjmusbujpo!tztufn!tipvme!cf!qspqfsmz!nbjoubjofe!
qfsjpejdbmmz!up!njojnj{f!tfejnfoubujpo!jo!uif!jogjmusbujpo!tztufn/
Table No. C-2, Infiltration Setback Requirements per Los Angeles County
Setback fromDistance
Qspqfsuz!mjoft!boe!qvcmjd!sjhiu!pg!xbz21gffu
26!gffu!ps!xjuijo!2;2!qmbof!esbxo!vq!gspn!uif!cpuupn!
Boz!gpvoebujpo
pg!gpvoebujpo-!xijdifwfs!hsfbufs
Gbdf!pg!boz!tmpqfI03-!6!gffu!njojnvn!)I!jt!ifjhiu!pg!tmpqf*
Xbufs!xfmmt!vtfe!gps!esjoljoh!xbufs211!gffu
Ijtupsjdbmmz!ijhiftu!hspvoexbufs!mfwfmt21!gffu!bcpwf
Dpowfstf!Dpotvmubout
L;\]42.Hfpufdi\]3135\]35.42.237-!NJH-!Sfdsfbujpo!Qbsl!jo!Fm!Tfhvoep-!ofx!Tlbufqbsl.Hfpufdi\]Sfqpsu\]35.42.
237`HJQS)12*NJH`Sfd!Qbsl!Sfop!Qi2!Fm!Tfhvoep!22.23.35!s22.25.35/epdy
Agreement No. 7590
Percolation Testing
Kpc!Obnf;512!Tifmepo!Tusffu!Sfdsfbujpo!Qbsl-!Tpgucbmm!Gjfme Test Boring No.
SoF-4
e
c
Efqui!pg!Cpsjoh!)e*;
Kpc!Op/;35.42.237.12gffu
6/1
c
e
H
Mpdbujpo;Djuz!pg!Fm!Tfhvoep-!Mpt!Bohfmft-!DbmjgpsojbEjbnfufs!pg!Cpsjoh!)E*;gffu
1/44
Pdupcfs!28-!3135Ejbnfufs!pg!Dbtjoh!)e*;
Uftu!Ebuf;
d 1/2778gffu
Qfsdpmbujpo!Uftu!\[pof;2gffu!cht
E
Uftu!Qfsgpsnfs;SE
Ujnf!pg!UftujohXbufs!Mfwfm!NfbtvsfnfouXbufs!Mfwfm!DbmdvmbujpotJogjmusbujpo!Sbuf!Dbmdvmbujpot
Jojujbm!efqui!up!Gjobm!efqui!up!Jojujbm!Ifjhiu!pg!Gjobm!Ifjhiu!pg!Bwfsbhf!ifjhiu!Qsf.bekvtufe!Sfevdujpo!Bekvtufe!Jogjmusbujpo!Sbuf!cz!Qpsdifu!
Jojujbm!UjnfGjobm!UjnfUjnf!JoufswbmEspq!jo!Ifjhiu
xbufsxbufsxbufs!dpmvnoxbufs!dpmvnopg!xbufs!dpmvno!Qfsdpmbujpo!SbufGbdupsQfsdpmbujpo!SbufNfuipe+
UUeeeeM P>e!0!U Rk = P / R
e!>!e.e
U
!j!g23jgbwf ifif
jg
)R\]
avef
)is*)gffu*)gffu*)gffu*)gffu*)gffu*)gffu*)jodi0is*
)jodi0is*)jodi0is*
Percolation Test
23;4623;561/281/115/416/111/815/413/96421/955/188/823/32
24;1824;281/281/115/716/111/515/713/81443/645/194/243/5:
24;4924;591/281/115/716/111/515/713/81443/645/194/243/5:
25;2125;311/281/115/716/111/515/71
3/81443/645/194/243/5:
25;5525;651/281/115/716/111/515/71
3/81443/645/194/243/5:
26;2726;371/281/115/716/111/515/71
3/81443/645/194/243/5:
Sfgfsfodf;!Benjotusbujwf!Nbovbm!.!Dpvouz!pg!Mpt!Bohfmft!Qvcmjd!Xpslt!Hvjefmjoft!gps!Hfpufdiojdbm!Jowftujhbujpo!boe!Sfqpsujoh!Mpx!Jnqbdu!Efwfmpqnfou!Tupnsxbufs!Jogjmusbujpo-!ebufe!7041032
+!Jowfstf!Cpsfipmf!Nfuipe
Reduction Factors:
SG!)tnbmm!ejbnfufs!cpsjoh*!>!
2
u
SG!)tjuf!wbsjbcjmjuz*!>!
2 Design Infiltration Rate =2.49inch/hr
w
SG!)tjmubujpo-!qmvhhjoh*!>!
3Opuf;!Eftjho!Jogjmusbujpo!Sbuf!>!Bwfsbhf!pg!mbtu!uisff!bekvtufe!qsfdpmbujpo!sbuf!sfbejoht!
t
Upubm!Sfevdujpo!Gbdups!)SG*!>!SGu!,SGw!,SGt5
Agreement No. 7590
EXHIBIT E
City Construction and Demolition Debris
Waste Management Plan (WMP) Form
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590
Agreement No. 7590