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BWFE2018-0123Bin If `ty of La Qui Ito Buitding 8I Safety Division Pennit Yt _ 78-495 Caife Tampico La Quinta, CA 92253 - (760) 777-7012 .'Q(Jq�v Building Permit Application and Tracking Sheet Project Address: Owner's Name: tT% A. P. Number: Address: ,s/s3- 'ev-e C Legal Description: P �f/f38 City, ST, Zip:z q. Conti -actor: P1� G Telephone: Address: r$"$'�t ram. 57 t> o Project Description: f City, ST, Zip: li%4- �' /j(f1` �IFtt 17 ref Telephone: y/1!57-- State Lic. # : Gh/ f� `� V City Lic. #•: UtNIVEL) Arch., Engr., Designer: Address: O City, ST, Zip: CITY OF LA QUI NTA Construction Type: Occupancy:,40� Telephone: P :A: ;:F;>:rs:;;' y „ .-=:-`-:« <•: ;:=.`•<.`•:.-:-; : .�i State Lic. 4. Project type circle one : ew Add Alter Repair Demo Name of Contact Person:N U .: Stories:q. Units: l Telephone # of Contact Person: Estimated Value of Prq]CCt: e5r_Qn APPLICANT: DO NOT WRITE BELOW THIS LINE tl Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Caics. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"' Review, ready for corrcctions/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. I-I.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. \irks- Appr Date of permit issue School Fees, Total Permit Fees CERTIFICATE OF COMPLIANCE +f'E4D S. Desert Sands Unified School District oy �° �o 47950 Dune Palms Road eeRn{unnau�es i 1ER11 i© hick. ES C Y WDPANWFI iS y La Quinta, CA 92253 ��� pr A°His 4 �Y Tate: 10/13/2017 7 LAQUINTA r� lo.: 17-00764-2 (760)771-8515 Iwner: James Kelly Email: address: 78-451 Talking Rock Turn Jurisdiction: La Quinta ity: La Quinta Tract #: ype: Single Family Residential of # Street No. Street Name Sq. Feet APN Permit No. 78-451 Talking Rock Turn 5480 770-300-047 omments: $19070 pd ck, .40 pd cash REC �w V s ";' DI OCT 13 L�17 CITY OF LAOGIN1j'A COMMUNITY DEVELOPMENT : the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions ider 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement obile homes. It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE !is certifies that school facility fess imposed pursuant to ducation Code Section 17620 and Government Code 65995 Et Seq. i the amount of $3.48 X 5480 S.F. or $19,070.40 have been paid for the property listed above and that building ermits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. ?es Paid By: Bank of Southern California/James Ke14 Check No.: 209667 Bank Name/Recipient of Certificate Telephone: 415-722-9388 Funding: Residential y Scott L. Bailey Superintendent Fee Collected/ Exempted by: ram - Certificate Fees Due: $19,070.40� i Original Payment(s) Rec'd: _ $0.00 New Payment Rec'd: $19;1070.40 Over/Under: $0.00 I )TICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90-day approval period in which you may protest the fees or ier payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on rich those amounts are paid to the District(s) or to another public entity authorized to collect them on the District(`s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WJTH.EMBOSSED SEAL. CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date: �`/ /S'//�` Developer: e! tGi b c— felys/ b8d J4�e�A,+ rfr���Prta�-w�ea s Tract No.:28 ;Pb-2Tract Name: ]ng#41L -Q Lot No.(s): GDl �_ 0jiy-0�i J Address(s): ,yj loQ � k _ Phone Number: (7&6 ► 5'-rp y' 7 Z ? S The following are the requirementrfor Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: I.' CUSTOM HOMES: PROVIDE ITEMS #2. #3. #4, #5 & #7 BELOW ❑ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: -PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❑ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-quinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date: 10 / I (/ r7 Public Works Distribution: ( Green Sheet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChecklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-1 .doc NO N tr" (sej ( O PI/'l� City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Project Information Phase PM 10 Agreement ( < 1 acre/lot or Infill Project) Project Contractor: YLO/ Llf-c,)4 (- 5� Project Phase (check one) _ Construction F-] Demolition Project Name: 'Lr Ifs % aw Project Tract/Lot Numbers: Project Street Address: 7 97- 41 1 •to �� Nii go c k— T"a-. — � ^'A 12,w q 22-c- Total Acres in Active Construction (< 1 acre per Lot):f $ 1� — Anticipated Start Date: 47 /.�o /1 -% Anticipated Completion Date: 10/ / $ PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. O� rj lie iemR pt-Dt { 19'C841L Gp-yv'5�_ Name: Title: Company Name: Mailing Address: City, State, ZIP Code: Primary Phone #: 7&O y� Fax #: 72� e) 5-& y - Z 33 24 Hour Emergency Phone#:7�� �Q 9 y��! Cell Phone #: / (o a d y F 9 9— Email Address: L T/ CJWI tu�G ���� PM 10 Certificate #: 16aO 2 —6 6 The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; ❖ Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust -control plan are necessary; Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any City/Co initiated abatemen ctivities. Sig tore of Propert wner or Authorized Representative Ote Water Quality Management Plan (WQMP) Exemotion Form - Whitewater River Rection Documentation of Project Not Requiring a WQMP but Re uirin Site Design BMPs and Source Control BMPs by Uses Entitlement Conditions of Approval or Permit Conditions - WQMP Required for the Listed Change of Land or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) Yes No Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% or greater? Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 10% or greater where erosive soil conditions are known? Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet or more? Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint, exhaust, tire, transmission, engine or other automotive specialty repair. [Standard Industrial Classification (SIC) codes 5013, 7532, 7533, 7534, 7537, 7538, and 75391? Entitlement or construction of new retail gasoline outlet(s) disturbing greater than 5,000 square feet? Entitlement or construction of new restaurant(s) (or potential restaurant shell space) disturbing greater than 5,000 square feet? Entitlement or construction of new home subdivision(s) with 10 or more housing units? Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more parking spaces, and potentially exposed to Urban Runoff? Applicant Information Name and Title w&GG Company / /YG�*-C.;-0 C- Cp'►e 5 T tt - Phone -7&0 V fr Email [ A go,-ClC- AV, A ! e Project Information Project Name Type SFH, ulti-Family, Commercial, Etc.) 5 Location or Street Address -2 g 7`/f �I�ir-r G� -ri.�a••r Nearest Cross Streets �� L Municipality/County/Zip Code La Quinta ZZ�3 Tract Number(s) and/or Assessor Parcel Number(s) 7 pry « j 74N PPAV, 2-ft r 3 t-3 Other Location Information Py D — Z Watershed Whitewater River Source Control BMP Information Size of Project Area (nearest 0.1 acre) Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) Ot Is the project subject to onsite retention by City _ ordinance or policy? Name of the Entity that will implement, operate, and maintain the Source Control BM O - Q f -Ps Contact Name Street or Mailing Address Gt r'(rV�/� City LA /N Zip Code 1 2,py 3 Phone _7d Check Item Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control To be Performed Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance Education/Training for Property Owner, Operators, Occupants, or Employees ✓ Activity Restrictions — Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed Trash Lids, Restriction of Vehicle Washing Ongoing Street Sweeping at Private Streets and Private Parking Lots Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit Check Item To be Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Provided Structural BMP (See Appendix H, Section 4.5.2.2) Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Fueling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning Procedures Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on a Project by Project basis) BMP Acknowledgement The applicant shall comply with listed BMPs and applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. 137-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. Signature: /J � 04 Print Name:/j 7�—� Title: �i(�'z r (•( Y-erY pC. Date: Phone: (760) "-l0 9 "7 4 Applicant Certification certify that I have read this form in its entirety and understand the City's submittal and review process and the requirements for this form. I understand and agree that if during the processing of the form, it is determined the information contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Community Development Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code of Regulations, Title 14, Section 15109. Signature: Print Nam".—di4��6C�L Title: �t1-e- [ *M A Date: r 11� / -7 Phone: (70) Owner Certification certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction obligations being imposed on this real property. Print 4�e-o 9 -4-f-Y e- c-e Title: m cswN'rA- Date: -f-- � Phone: (#/T ) 7 2 Z - ?I ? 3 _ To: YOUNG ENGINEERING "Country Club Dr, Ste. S PalmDesert, CA R Letter of Transmittal City of La Quinta Today's Date: 7-20-17 78-495 Calle Tampico City Due Date: 7-26-17 La Quinta, CA 92253 Project Address: 78451 Talking Rock Turn Attn: MARY Plan Check #: BRES2017-0095 Submittal: ❑ 1St ❑ 4th 2nd ❑ 5th ❑ V ❑ Other We are forwarding: El By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans ❑ Revised Struct. Plans ❑ Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report - Update ❑ Revised Soils Report Structural P/C Responses 0 Approved Structural Plans / Comments 0 Redlined Structural Plans 1 Approved Structural Calcs ❑ Redlined Structural Calcs FLI 1 Approved Truss Calcs ❑ Redlined Truss Calcs a 1 Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. Transit Per Diem= Admin Time = 0.25 hrs. Structural Engineer/Principal Review Time = 0.0 hrs. Plan Review Engineer Time = 0.5 hrs. This Material Sent for: ❑ Your Files Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: Joe Venuti Office: 0 (760) 772-5107 Other: 0 LQPC@VALUENGR.COM CITY OF LA GUINTA SUB -CONTRACTOR LIST gUILD'E=f3 JOB ADDRESS S �LL�-�h PERMIT NUMBERT3?�S�h--�S- W N E R �5. '��L - __-_-- This form shall be�osted on the 1) wit)z the Building Inst�ectiari Cartl at :ail times in a co.ris pictrous i e. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by. the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building -permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response, i- - io :i,iarticc city. iir� Trade; 1. Cl-ssrf icatia3�. Siat.e:Cofir:+ctt�r's• Liecrisra::,:: F. Wnrkrrs Cc33ir,rrvrisation i sirir�s: Lic�r:rt F LtJME31NG [C-36) •: LATH, PLASTER;W_38} . . DRYWALL (C=3) Company Name Classification License Number Exp. Date I Carrier Name Policy Number (e.g. A, B, C-8) (xxxxxx) (xx/xx/xx) (e.g. State Fund, CalComp) (Format Varies) y 174 T.rh��'/ n L 7-, � 4 4T3 4 k o �� pro �' C 1 (2'1(S 2 >1 G 9p -1� ( ( �T�r, - camp 9 rlkr Gr r, 1 �`� � � ��o �b � 11 rsn- , � STFMf ''+ WyVt Iry i G go n 1�(- 21✓�'� ��'`tom G �J 8. 1-? I - 412,a I l S n 1. 2 C� � 1 13atl?, Exp. Date License Number Exp. Date (xx/xx/xx) (xxxx) (xx/xx/xx) Los L-kC6(01 1 ic� t �S�i�. -7-) -yj t ` P2r I n Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778 March 13, 2017 Project No. 544-17078 17-03-085 Stract, Inc 550 South Oleander Road Palm Springs, California 9976 Subject: Geotechnical Update Project: Custom Residence Tradition Golf Club, Lot 55 Talking Rock Turn La Quinta, California Ref: Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated July 30, 1997; Project No. 522-6138G1 Geotechnical Update report prepared by Sladden Engineering dated December 12, 1996; Project No. 494I-6130 As requested, we have reviewed the above referenced geotechnicaI reports as they relate to the design and construction of the proposed custom residence. The project site is located along Talking Rock Turn, (Lot 55) within The Tradition Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the initial rough grading of the Tradition Golf Club project site. The rough grading included over excavation and/or recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced grading report along with the compaction test results. The referenced reports include recommendations pertaining to the design and construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. JA 14 2017 QUINTA OOMMUIVITY DEVELOPMENT A Off icy eAZMZV7�s March 13, 2017 -2- Project No. 544-17078 17-03-085 Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing an allowable bearing pressure of 1500psf. Allowable increase of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 2500 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Increases in allowable bearing pressures may be realized with increased footing size. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.45 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings, which are placed against properly compacted native soils. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2013 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches and minimum reinforcement of #4 bars at 24 inches on center in both directions. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Because the lot has been previously graded, the remedial grading required at this time for the proposed residence should be minimal. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading_ The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2016 CBC or ASCE7. According to the 2016 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2016 CBC Seismic Design Parameters are summarized below. Risk Category (Table 1.5-1): I/H/11I Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g Ss (Figure 1613.3.1): 0.614g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sins (Equation 16-37 (Fa X SsJ): 1.500g Sm] (Equation 16-38 (Fv X Si)): 0.922g SD5 (Equation 16-39 (2/3 X Sms]):1.00Og SDz (Equation 16-40 (2/3 X Smil): 0.614g Sladden Engineering ov)vw.Sladden ei:gineering. coin March 13, 2017 -3- Project No. 544-17078 17-03-085 Seismic Design Category: D We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson' Principal Engineer SER/clb Copies: 4/ Addressee BRETT L. Ar RSON No. C�5339 ! Exp.9/3u118 CIVIL ENGINEERING Sladden Engineering rvww.Sladdenengineering.conr Wb La Quinta .14-763 06/17/14 Please verify that soils reports contain all of the above information. In addition to as continuity between the investigation/reporting stage and the execution stage, please w p the following checklist to verify that the conclusions and recommendations in the repod cover all the required elements. Only then can we be assured that the construction documents address all of the site soil conditions. La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of th following criteria? "Address" means; (a) the criterion is considered significant and mitigation measure(s) noted, or; (b) the criterion is considered insignificant and explicitly so stated. Yes No X Ll Criterion Foundation criteria based upon bearing capacity of natural or compacted soil Foundation criteria to mitigate the effects of expansive soils. Foundation criteria based upon bearing capacity of natural or compacted soil ❑ Foundation criteria to mitigate the effects of liquefaction. ❑ Foundation criteria to mitigate the effects of s settlement, eismically induced differential ❑ Foundation criteria to mitigate the effects of long-term g rm differentia[ settlement. ❑ Foundation criteria to mitigate the effects of varying soil rY 9 strength. ❑ Foundation criteria to mitigate expected total and differential settlement. Any "No" answers to the above checklist should be noted as specific required corrections. c;CF� 5I�]•�