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Home My WebLink About1376 CYNTHIA LN; ; CB004806; Permit07/18/2001 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No:CB004806 Building Inspection Request Line (760) 602-2725 1376 CYNTHIA LNCBAD RESDNTL Sub Type: SFD Lot #: 0 $291,339.50 Construction Type: VN 6 Reference #: 1 Structure Type: SFD 5 Bathrooms: 4 NEW SINGLE FAMILY RESIDENCE Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: ISSUED 12/19/2000 JM 07/18/2001 07/18/2001 SFD 3337 SF, GAR 636 SF, DK 97 SF.COV ENTRY 178 SFPIan Applicant: PLEIN BOB 202 2541 STATE STREET CARLSBAD CA 92008 760-727-7964 jck#: & 07/18/01 0002 01 02 Owner: CGP 25552-09 Total Fees: $26,392.59 Total Payments To Date: $840.50 Balance Due: $25,552.09 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,293.08 Meter Size $0.00 Add'l Reel. Water Con. Fee $840.50 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $29.13"' PFF $1,755.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $2,400.00 Housing InLieu Fee D5/8 Master Drainage Fee: $0.00 Sewer Fee: $0.00 Additional Fees: TOTAL PERMIT FEES $0.00 $80.00 $1,871.00 $0.00 $5,302.38 $4,894.50 $0.00 $0.00 $432.00 $488.00 $0.00 $210.00 $60.00 $70.00 $0.00 $4,515.00 $0.00 $1,959.00 $193.00 $26,392.59 FINAL APPROVAL Inspector:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions.* You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32,030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactry changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previous|y_been given a_NOJICE_slmilar_to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONL PLAN CHECK NO. EST.VAL. 13/33*? Plan Ck. Deposit^- Validated Bvjy W\ Date ddress (include Bldg/Suite #) - Business Name {at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units 01 0? Assessor's Parcel *Existing Use >-Proposed Use S .Description of Work SO. FT.#of Stories # of Bedrooms # of Bathrooms Name Address City ror Owner State/Zip Telephone #Fax* Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to Its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of .Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 1 have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Hi I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance ol the work for which this permit is issued. My worker's compensation insurance carrier andpolicy number are: Insurance Company BjO^feSfr \A»<W>A V&T^-v Policy No. V^CX(^V^VV«' " °° ^ Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollar* ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or impiove fot the purpose of sale\. l~l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Q I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE NO Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant ot future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES ("3 Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void tf the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance D Glty if Carlsbad Pg final Building InspectionMMM Dept: Building EufHIUUlIng Planning CMWD StLite Fire Plan Check #: Permit#: Project Name: Address: Contact Person: Sewer Dist: Inspected Bv: /^<x/^ Inspected Bv: Inspected Bv: Comments: CB004806 NEW SINGLE FAMILY RESIDENCE SFD 3337 SF, GAR 636 SF, DK 97 SF.COV ENTRY 1376 CYNTHIA LN JOHN LEE Phone: 7604197879 Water Dist: Date / , f l^-r^J Inspected: jr/iyf*i- Date Inspected: Date Inspected: Date: Permit Type: Sub Type: 178 S Lot: 0 Approved: &^~ Approved: Approved: 05/24/2002 RESDNTL *SFD Disapproved: Disapproved: Disapproved: Inspection List Permit*: CB004806 Type: RESDNTL SFD Date Inspection Item 05/29/2002 89 05/29/2002 89 05/24/2002 89 05/24/2002 89 05/13/2002 39 05/10/2002 39 01/15/2002 16 12/19/2001 22 12/10/2001 18 12/03/2001 17 12/03/2001 18 12/03/2001 23 11/28/2001 16 11/28/2001 16 11/27/2001 16 11/26/2001 16 11/21/2001 14 11/21/2001 24 11/21/2001 34 11/21/2001 44 11/19/2001 14 11/15/2001 14 10/17/2001 13 10/15/2001 13 10/15/2001 15 10/11/2001 83 10/10/2001 83 08/15/2001 11 08/15/2001 12 08/10/2001 12 08/07/2001 22 08/01/2001 21 Final Combo Final Combo Final Combo Final Combo Final Electrical Final Electrical Insulation Sewer/Water Service Exterior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Gas/Test/Repairs Insulation Insulation Insulation Insulation Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Weldin Frame/Steel/Bolting/Weldin Shear Panels/HD's Shear Panels/HD's Roof/Reroof Roof Sheathing/Ext Shear Roof Sheathing/Ext Shear Ftg/Foundation/Piers Steel/Bond Beam Steel/Bond Beam Sewer/Water Service Underground/Under Floor Inspector Act RGB - - RGB RGB RGB PD RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB AP Rl Rl CO CO NR we AP AP AP NR AP NR AP CA CA AP AP AP AP NR NR AP NR AP NR NR AP AP CO AP AP NEW SINGLE FAMILY RESIDENCE SFD 3337 SF, GAR 636 SF, DK 97 SF.COV Comments ALL SIGNATURES ON CARD GMR PM PLEASE AM PLEASE ADD SMOKE DET. IN 2ND FLOOR HALL, GFCI IN BATHROOM, 1ST FLOOR, WIRED WRONG EMR ARRIVED AT 2:20PM - NOBODY ON SITE CALLED WRONG PERMIT CAULKING AROUND ELECT BOXES OK TO INSULATE OK TO WRAP OK TO COVER NO TRUSS PLANS NO SUPER ON JOB MISSING GRADE BEAM AT GARAGE - NO SOILS REPORT UNDERGROUND COPPER WASTE Thursday, May 30, 2002 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 05/29/2002 Permit# CB004806 Title: NEW SINGLE FAMILY RESIDENCE Description: SFD 3337 SF, GAR 636 SF, DK 97 SF,COV ENTRY 178 SF Inspector Assignment: RGB Sub Type: SFD 1376 CYNTHIA LN Lot Type: RESDNTL Job Address: Suite: Location: APPLICANT PLEINBOB Owner: PACIFIC VIEW DEVELOPMENT Remarks: PM PLEASE Phone: 7604197879 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JOHN Entered By: CHRISTINE Act Comments Associated PCBs Inspection History Date Description Act Insp 05/24/2002 89 Final Combo CO RC 05/13/2002 39 Final Electrical CO RC 05/10/2002 39 Final Electrical NR RC 01/15/2002 16 Insulation WC PD 12/19/2001 22 Sewer/Water Service AP RC 12/10/2001 18 Exterior Lath/Drywall AP RC 12/03/2001 17 Interior Lath/Drywall AP RC 12/03/2001 18 Exterior Lath/Drywall NR RC 12/03/2001 23 Gas/Test/Repairs AP RC 11/28/2001 16 Insulation NR RC 11/28/2001 16 Insulation AP RC 11/27/2001 16 Insulation CA RC 11/26/2001 16 Insulation CA RC 11/21/2001 14 Frame/Steel/Bolting/Welding AP RC 11/21/2001 24 Rough/Topout AP RC Comments ADD SMOKE DET. IN 2ND FLOOR HALL, GFCI IN BATHROOM, 1ST FLOOR, WIRED WRONG EMR ARRIVED AT 2:20PM - NOBODY ON SITE CALLED WRONG PERMIT CAULKING AROUND ELECT BOXES OK TO INSULATE EsGfT Corporation In Partnership with Government for Building Safety DATE: 05/25/01 JURISDICTION: Carlsbad Q PLAN REVIEWER PLAN CHECK NO.: 00-4806 SET: IV a RLE PROJECT ADDRESS: MS. Map #00-05 Parcel #4 PROJECT NAME: Pacific View Homes (Plan A & B) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted; Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: According to John at the City roof truss drawings for elevations A & B can be a deferred submittal. By: Kal Tumalieh Enclosures: Esgil Corporation D GA D MB D EJ D PC LOG tmsmtl-dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Building Safety DATE: 05/14/01 Q APPLICANT JURISDICTION: Carlsbad &JUgD£> G PLAN REVIEWER PLAN CHECK NO.: 00-4806 SET: III a FILE PROJECT ADDRESS: MS. Map #00-O5 Parcel #4 [ £ ^ f ( PROJECT NAME: Pacific View Homes (Plan A & B) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Hermosa Homes Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bob Plein Telephone #: (760) 729-7964 Date contacted: 5-l4«( (by: fa#) Fax #: (760) 729-5514 Mail Telephone Fax ^ In Person REMARKS: By: Kal Tumalieh Enclosures: Esgil Corporation D GA D MB D EJ D PC LOG tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 4- Fax (858) 560-1576 Carlsbad OO-4806 OS/14/01 NOTE: The item numbers listed below refer to the numbers from the previous list. These items have not been adequately addressed. The notes in bold at the end of each item are to emphasize the remaining problem. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways; a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. • STRUCTURAL 18. Justify the dead load used in design of roof trusses top chords. The requested information is not submitted. Please submit two sets of revised manufacturer roof truss drawings for elevations A and B. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kal Tumalieh at Esgil Corporation. Thank you. EsGiT Corporation In Partnership with Government for Building Safety DATE: 03/07/01 JURISDICTION: Carlsbad Q PLAN REVIEWER PLAN CHECK NO.: OO-4806 SET: II Q FILE PROJECT ADDRESS: MS. Map #00-05 Parcel #4 PROJECT NAME: Pacific View Homes (Plan A & B) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 2541 State St. Suite 202, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. [X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bob Plein Telephone #: (760) 729-7964 Date contacted: 3/ 3/°i (by: f*x) Fax #: (760) 729-5514 Mail -^telephone Fax (^ In Person REMARKS: By: Kal Tumalieh Enclosures: Esgil Corporation D GA D MB D EJ D PC 02/27/01 tmsmtt.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad OO-4806 03/07/01 NOTE: The item numbers listed below refer to the numbers from the previous list. These items have not been adequately addressed. The notes in bold at the end of each item are to emphasize the remaining problem. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). The requested information is not submitted. Z Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Section 106.3.3. Are the site block walls part of this permit if so then provide structural calculation and structural details. The requested information is not submitted. Is the site block walls part of this permit ? ves or no. 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION The requested information is not submitted. Carlsbad OO-48O6 O3/07/O1 8. Show drains and overflows. Sections 1506.2 and 1506.3. At decks. The requested information is not submitted. Please provide detail and cross reference to plans. See attached detail • MECHANICAL (UNIFORM MECHANICAL CODE) 9. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. Sheet 17 is not found. • STRUCTURAL 18. Justify the dead load used in design of roof trusses top chords. The requested information is not submitted. 19. Provide truss layout for unit A. It appears that the layout shown on manufacturer roof truss package applies to unit B only. The requested information is not submitted. 20. Project engineer of record to review manufacturer roof truss drawings. To verify that all drag roof trusses have be design adequately. Additional corrections may follow. The requested information is not submitted. Verify the design of all drag trusses. 24. Omit Simpson strong wall at second floor (roof) along grid line ( D ). Simpson strong walls are not approved for on raised floors per (ICBO # PFC- 5485). For units A & B. a) In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-ll-G. For example for second floor shear wall along grid line D.1. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kal Tumalieh at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for Building Safety DATE: 01/04/O1 JURISDICTION: Carlsbad U PLAN REVIEWER PLAN CHECK NO.: OO-4806 SET: I Q FILE PROJECT ADDRESS: MS. Map #00-05 Parcel #4 /3 1 & PROJECT NAME: Pacific View Homes (Plan A & B) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. .^- The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 2541 State St. Suite 202, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bob Plein (y«**^ , Telephone #: (760) 729-7964 Date GoataetecFl - o-o\ (by:^y^) Fax #: 17^0) ~72# - Mail *•**Telephone^ Fax«-—' In Person REMARKS: By: KalTumalieh Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/21/00 tmsmtWot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4 'Fax (858) 560-1576 Carlsbad 00-4806 01/04/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 00-4806 JURISDICTION: Carlsbad PROJECT ADDRESS: MS. Map #00-05 Parcel #4 FLOOR AREA: 3337 (Dwelling) STORIES: Two 636 (Garage), Decks (97). Covered Entry (178) HEIGHT: 26' - 6 " (App. per UBC) REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESG1L CORPORATION: 12/21/00 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Kal Tumalieh COMPLETED: 01/04/01 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following motJercodes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked UP list when you submit the revised plans. Carlsbad OO-4806 01/04/01 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). ^ Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Section 106.3.3. Are the site block walls part of this permit if so then provide structural calculation and structural details. 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION 4. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106,3.5. Please complete the attached form. 5. Please clarify the size and type of window # 22 at bedroom #1. Is a window or a door? 6. Provide stairway and landing details. Sections 1003.3.3. a) Rise may be 8" maximum and run 9" minimum. Carlsbad OO-4806 01/04/O1 7. Balconies and decks exposed to the weather and sealed underneath shall be sloped a minimum of V* inch per foot for drainage. Section 1402.3. 8. Show drains and overflows. Sections 1506.2 and 1506.3. At decks. 9. Garage requires one-hour fire protection on the garage ceiling common to the dwelling. Table 3-B, Section 302,4.a) Provide 2 layers of 1/2" of type "X" Gyp. Boards for TJI floor joists, per ICBO approval (NER 200) for TJl. * MECHANICAL (UNIFORM MECHANICAL CODE) 10. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. • STRUCTURAL 11. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) ~ The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 12. Please clarify if the soil report is applicable to both Ms. Map lots 5 and 6. 13. Note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. 14. Specify the slab on grade thickness and reinforcement on pl^nsjjer soil report. 15. Specify the depth, width and reinforcement of foundation on foundation plan. 16. Show all the required isolated concrete pads on foundation plan. For example at girder truss span. See calculation page 10. 17. Show the design drag loads for all roof drag trusses. 18. Justify the dead load used in design of roof trusses top chords. 19. Provide truss layout for unit A. It appears that the layout shown on manufacturer roof truss package applies to unit B only. 20. Project engineer of record to review manufacturer roof truss drawings. To verify that all drag roof trusses have be design adequately. Additionat corrections may follow. Carlsbad 00-4806 OI/04/01 21. Cross-reference all calculations to plans. Please number all beams, to allow me to Correctly check structural calculations. For example show where beam (RBM-3) occurs on framing plans. 22. Provide structural calculation for header 4x10 at master bedroom. 23. Specify all required floor joists (TJI) depth and series on framing plans. 24. Provide beam to beam connection detail. Specify the required hangers. For example connection of floor beam FB #1 to FB# 2. 25. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2320.8.5. 26. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. 27. Show all required shear walls on plans. For example show the required second floor(roof) shear walls along grid line (2 ). Please coordinate between structural calculations and plans. 28. Verify the length of all shear walls shown on plans. Please coordinate between lengths shown on plans and lengths required by structural calculations. For example for second floor (roof) shear wall along grid line 1 for unit B. 29. Provide lateral design for first floor along grid lines 3.1 & 4. 30. Omit Simpson strong wall at second floor (roof) along grid line ( D ). Simpson strong walls are not approved for on raised floors per (ICBO if PFC- 5485). For units A & B. 31. Specify the required A35 spacing for each shear walls type. See section (5/10). 32. Specify the spacing for all stud walls on plans. CITY OF CARLSBAD SPECIAL REQUIREMENTS: 1 Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Truss-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. 2 For gas piping under slabs that serve kitchen island cooktops, see Policy 91-46 for special sleeve and clean-out requirements. Carlsbad OO-4806 01/04/01 3 New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 4 Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kal Tumalieh at Esgil Corporation. Thank you. Carlsbad OO-4806 01/04/01 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Engineer's/Architect's Seal & Signature Here Signed 1. List of work requiring special inspection: D Soils Compliance Prior to Foundation Inspection Q Field Welding Structural Concrete Over 2500 PSI Q High Strength Bolting Prestressed Concrete Q Expansion/Epoxy Anchors Structural Masonry Q Sprayed-On Fireproofing I] Designer Specified D Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. - ' ' B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad OO-48O6 01/04/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4806 PREPARED BY: Kal Tumalieh DATE: 01/04/01 BUILDING ADDRESS: MS. Map #00-05 Parcel #4 BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Dwelling Garage Deck Cov. Entry - - -** Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 3337 636 97 178 cb Valuation Multiplier City Est. Bldg. Permit Fee by Ordinance ^ Reg. Mod. VALUE ($) 291,339 291,339 $1,293.08 Plan Check Fee by Ordinance * H Type of Review: Repetitive Fee •v Repeats Complete Review D Other D Hourly Structural Only Hour(s) $840.50 Esgll Plan Review Fee $168.10 Comments: Plan Identical to plan Check 00-4799 Sheet 1 of 1 macvalue.doc DATE: f/nS/0 I BUILDING ADDRESS: / 37£? BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB QV PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:- *ff EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your stibmittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result In suspension of permit to build. A Right-of-way permit Is required prior to construction of the following improvements: DENIAL Please see. the^ attached report of deficiencies marked withK^Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submfttal Checklist Right-of-Way Permit Application Right-of-Way Permit Submitted Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHN1EWICZ City of Carlsbad Address: 1635 Faraday Avenue. Carlsbad. CA 92008 . Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 Rvr.T/IMO BUILDING PLANCHECK CHECKLIST Provide a fully dimensioned site plan drawn to scale. Show: A. B. C. D. North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines E. Easements 2. Show on site plan: F. Right-of-Way Width & Adjacent Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service A. A\f-<^\f-dr A-&.X ^ Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H-tWDMMDOCStCHKLSTWuMflO H«t«<* Ctfct Form (OWNfk^iloc BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No., o D D D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS edication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 54" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to jthe Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the - HMWEY7-1tOO)*H:RM. UflVM BUILDING PLANCHECK CHECKLIST ,sr 2"° 3* checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: D D D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Neighborhood Improvement Agreement will include the following: D D D 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D D D 7a- Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading ap_praval obtained prior to issuance of a Building Permit. Wing Inspector sign off by: Date: raded Pad Certification required. (Note: Pad certification may be required even a grading permit is not required.) mvVORDIDOCSO«aA7WlMlngPMMftMCMttFom(RIDOLe.M A MV.W2MO BUILDING PLANCHECK CHECKLIST ^ST 2ND 3"° CD D D 7d -No Grading Permit required. D D D 7e-lf grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: D D 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs firet 11. Or Required fees are attached Q No fees required WATER METER REVIEW Q 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. R»v.7/1«X> BUILDING PLANCHECK CHECKLIST 1s1 )ND »RD D D D • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water HAWORDWOCStCHKLSTUwMng Plwthtc* Qtt Form (OMMe) Joe BUILDING PLANCHECK CHECKLIST A ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D . D 12c- Irrigation Use (where recycled water Is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13- Additional Comments: RM,m«W) ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET ?sfimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: \37fe A^xvrf-^xvfZk LA Bldg. Permit No. C*£> ®D Prepared by: \^^Date:Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: S"p^K Sq. Ft./Units: Types of Use: Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: ^Pfiy Sq. Ft./Units: Types of Use: Sq. Ft./Units: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) /^" / \ H"l. PARK-IN-LIEU FEE PARK AREA & #: A) &J ( I ) B-NO B^TF FEE/UNIT: PARK AREA & #: AJ L*J ( \ } X NO. UNITS:= $/75-s . TRAFFIC IMPACT FEE ADT's/UNITS:I FEE/ADT:- ( fc- '. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: :. FACILITIES MANAGEMENT FEE S UNIT/SQ.FT.: 5. SEWER FEE EDU's: / OjjNEFIT AREA: ' EDU's: S. SEWER LATERAL ($2,500) X FEE/ADT: ZONE: / X FEE/SQ.FT./UNIT: X FEE/EDU: H^7 X FEE/EDU: DIST. #3 ) -$ & — $ C&^f tr = $ ^ 7. DRAINAGE FEES PLDA_ ACRES: HIGH /LOW FEE/AC:- S . POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION WonnOocBMWsfOmw\FM Calculation WortohMt Iof2 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of 2 WnnnDacB\MtafonM\FM Calculation WoifcshMt Rev. 7/14/00 07/18/2001 07:19 FAX 760 43S 4178 ENG. INSPECTIONS CITY Of CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE El 01 PROJECT in OO-O5"GftAOIMQ PERMIT NO LOTS REQUESTED FOR RELEASED N/A* NOT APPLICABLE V-COMPLETE 0 »INCOMPLETE OR UNACCEPTABLE 1st jss ^S Ss~ S ^ N/ 2nd. 1. SittaccKC to requested lob adequate and togfcrty grouped. 2. She eroskm control measures adequate. 3. Overalt«lte adequate fcrheillh. safety and welfare of pubic. 4. Letter of request for partial release submitted. 5. 8 tt'X 11" site plan (attachment) showing requeued tote eubrnfttod. 6. Compaction report from sofe engineer submitted. 7. Engineer of Woik cartHteation of wortc done and pad elevator*. 8. Geologic engineer1! tetter if unusual geologic or *ubturiee* conditions exist ^ 9. Fto hydrants within 500 feet of building comburiMM art al weather roads access to site. (o[ Partial release of grading for the above stated tots to approved for the purpose of buiUng pern* issuance. Issuance of building permits is stifl subject to al normal City requNrnents required pursuant to the building permit process. LJ Partial release of the site Is denied for the (blowing reasons; Dsfc Construction Manager oIn r-<r* PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Address Planner Qreu Fisher PCUJ 1 (rpdu^rx Phone (760) APN: 16U "SEAO-M 1 ___ 333 Type of Project & Use: Zoning: CFD tin/nut) Circle One General Plan: .Date of participation: Net Project Density: DU/AC __ Facilities Management Zone: \ Remaining net dev acres: (For non-residential development: Type of land used created by this permit: ) Legend: X. Item Complete Environmental Review Required: DATE OF COMPLETION: Item Incomplete - Needs your action YES NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: \ Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES^-C NO DATE TYPE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: NO NO Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO •_ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" {at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPtnchkRevChklst n Inclusionary Housing Fee required: YES (X NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES VJ N0 (A/P/Ds, Activity Maintenance, enter CBS, toolbar. Screens*,*Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) , t Site Plan: '.,' . • « 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: /N 1. Setbacks: Front: Interior Side: Street Side: Rear: """"• -^ .2. Accessory structure lnterioT~$ide: Street Side: Rear: Structure separation yj I I 3. Lot Coverage: i Required ^0 Required L£ ' Required Required 12 ' setbacks: Required Required Required Required : Required Required 4O°7o Shown -iS=£r Shown [Q f Shown Shown "7 \^.! Shown Shown Shown Shown Shown Shown ^ ( ^C? 4. Height:Required 5. Parking: Spaces Required Guest Spaces Required Additional Comments 5Q'Shown Shown Shown n.r\ ( jn\-ejr\Q^r OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIWCOUNTER\BldgPlnchkRevChklst DATE ADRIANADRAGUS CONSULTING pt^4|OfU^e f&iz. STRUCTURAL ENGINEERING P/^H f= \C. 2661 BRIGHTON RD., CARLSBAD, CA. 92008 PH. (760) 434-4067 FAX (760)434-3367 ???>4 fz> f2 £4-T ^< JOB NO. ^g?? BY A^P DATE 7-2-^, SH.JL OF_L7 DESIGN CRITERIA Building Code :1997 Foundation Soil :2000psf per soil report Concrete :2500 psi Concrete Block :ASTM C90.GRADE N H^^ .. Reinforcing Steel : ASTM A61 5-40 or A61 5-60 as noted 'MKjjggjjScecf Structural Steel :ASTM A36 F^B^TunB Pipe Column : ASTM A53, Grade B fj^P^^L, Wood Framing llSJS --m^'" Studs Joists Beams Posts GLB Plywood :Stud Grade :DF#2 :DF#1 :DF#1 (6x),Stud Grade : 24F-V4 B*llc ^(4x) N Jf J^Q - ' C\ £XP 7/y* ^ffg^f ] ^s.^V 0/vivJ' XiJT*SSr--"T& : P.S. 1-65 Exterior Glue ^!s£==s£s V- DESIGN LOADS Lateral Wind Seismic Live Loads (P»f) :(Ce)(Cq)(qs)(l) :ZICa/R ROOF ti+*f t^T 16 Trt^ 18.5 PSF 0.293 FLOORfF40 DECK 60 Dead Loads R/FIr Finish Insulation Sheathing Jsts/ trusses wT Bott. Misc. o.MP*f) T.L(psf) 14 H 1.5 1.5 ^ ^^ A ff fj lS 3 1.5 26 )$ 42 3^. **T^ 4 1.5 3 3.5 3 1.5 16.5 56.5 /JofC .' f0& -Ti?p<S4**ri'C 6 3 3.5 8 1.5 22 82 1 Ar&OM£ » 4".C^^ W^^Jffo tf* ^t**cc pA^/'06'' U*~T" ^ f "invcs $- J " >*n P~y ADRIANADRAGUS CONSULTING STRUCTURAL GNOINEERMO 2881 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 SH.£_ OF A.) ADR1ANA DRAGUS CONSULTING 2e C.E: JOB NO._ STRUCTURAL CNOINMRINO OA c=, * BYr 12661 BRIGHTON RD. CARLSBAD, CA. 92008 DATE PH (760) 434-4067 FAX (760) 434-3367 8H..2_ /, R .r f* ic*. ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (780)434-4087 FAX (760) 434-3387 JOB NO. DATE 7- SH-4- OF H B> ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINEERINO 2861 BRIGHTON RD. CARLSBAD, CA.M008 PH (780) 434-4067 FAX (760) 434-3387 c.G P\ C.BY At? DATE 7- ? - . S-OfSH.J. ~\' ' ADRIANA DRAGUS CONSULTING STRUCTURAL ENOMCERINO 2061 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3387 JOB NO. SH. .f OF , -A- 7, li-TSf\-ef\ ADRIANADRAGUS CONSULTING STRUCTURAL CNOINEERMO 2861 BRIGHTON RD. CARLSBAD, CA. 92008 PH (780) 434-4067 FAX (780) 434*3367 l O JOB NO, BY SH jgofj.-/ , &1 ffl • 1 .^a ADRIANA DRAGUS CONSULTING STRUCTURAL CNOINEERINO 2881 BRIGHTON RD. CARLSBAD. CA. 92008 PH (760) 434-4067 FAX (780) 434-3387 f=£> |2- ADR1ANA DRAGUS CONSULTING fit-*; J oerM C€T p^ ^ JOB NO. J2-° STRUCTURAL ENOTNEBRrNO p A ^-i P^, C- * 2661 BRIGHTON RD. CARLSBAD, CA. 92008 DATE PH (760) 434-4067 FAX (760) 434-3367 SH.l c TS / ^ A • (£> f> Af PATf^ R , /,*/*&»- / 0, _ 7 .»* > r ' ' -^ "'* ADRIANA DRAGUS CONSULTING mtUCTURAL ENGINEERING 2681 BRIGHTON RD. CARLSBAD, CA. 02008 PH (780)434-4087 FAX (780) 434-3387 fieT*| OCX! A £-1 Pi C- JOB MO. If? £/ BY DATE - SH.Jl Ofj7 P. b li.c. ^ r /< AT /9- F x L» ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD. CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 JOB NO. _ DATE 7- ** SH. JZ OF J7 ADRMNA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD. CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 e Kfvff* ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2861 BRK3HTON RD. CARLSBAD. CA. 92008 PH (760) 434-4087 FAX (7SO) 434-3367 p=> f?-JOB NO.?/ p A <r-t 'PATE SH.^£ OF_/7 (p*) o R t i.i / " f: i" p. (-5 F. lo' P- V -Z..7 (>./ •2. I g ? .5 r?.- il.°z,« AS" -72-5" ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINECRINO 2861 BRIGHTON RO. CARLSBAD, CA. 92008 PH (780) 434-4067 FAX (780) 434-3387 *. ™. 4 "7 7, e. JOB NO. BY DATE .7; 199*7. ADR1ANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 JOB NO.BY DATE - 1 y . LX-A^JJ .£ P^ ->K*»k<Jf &C ot**\$ «o.8-7i'- 11*2- ^(8,5- iQ^pr x. |. ^5- -2^. c R.F; 42. x ^, 5"? / IgT,-- 1-1 ADTOANA DRAOU3 CONSULTING STRUCTURAL ENOtNeemNO 2061 BRIGHTON RD. CARLSBAD, CA. 92006 PM (780) 434-4067 FAX (760) 434-3367 c, .^'^ '2^34, . 20?^. . (* 47.^- '7.rx Kr - '^c ADRIANADRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RO. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (780) 434-3367 ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 JOB NO. SH. _ OF_ Y ICBO Evaluation Service,'Inc. 5360 WORKMAN MILL ROAD • WHITTlEfl, CALIFORNIA 90601 -2299 --,- , A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORTCopyright <D 19WIC8O Evaluation Service. NIC. ER-4211 Reissued January 1,1999 Filing Category: FASTENERS—Steel Gusset Plates (066) COMPUTRUS TRUSS PLATES COMPUTHUS, INC. 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 1.0 SUBJECT CcmpuTrua Truss Plates for Wood Trusses. 2.0 DESCRIPTION '•.'2.1 General: .-• , , " ; . ;;: .'•";-• ,"•'.-.... ; .. ..-_ . ., Tha CompuTrui Truss Plates are (tat steel plates designed to connect wood truss members. The plates are manufactured frorri galvanized-steel and come in various lengths and. : widths, and have Integra) teeth that are designed to laterally transmit load between truss wood members. Plane and cat-. culattona[mustbe submitted to the buflcflna, official for trusses using trusts plates described In this report : •/: 2.2 Materials: . V ••-••',•;':"- '--'-V'^V../-"'..'. The CompuTrus truss plates are punched from No. 18 gage . . . [0.0454 inch (1,15 mm) base metal thickness] and No. 20 vanlzad sheet steel complying with the mechanical requka- menls established in ASTM A 663 SQ Grade 33 or higher. Each plate has 9.4 teem per square inch of plate; each tooth is approximately V3 inch (8.5 mm) long and approximately 0.108 inch (2.7 mm) wide. The teeth are punched in pain, with each pair spaced V4 Inch (6.4 mm) on center along the width of the plate, and 0.85 inch (21.6 mm) on center along trie length. Alternating rows of teeth are staggered 0.10 Inch (2.5 mm) from adjacent rows. The "CN" series plates are Identical to tha "C" series plates, except that every third row of teeth is omitted. Plates are 0.35 inch (21.6 mm) In .length, and are avails;:'i in widths of up to 12 inches (305 mm), in Vrinch (12.7 mm) increments, as required by design. The plates are applied 10 truss members in pairs,: with one plate on each face of each joint using a power press constructed In accordance with the manufacturer's speciflcatiora. See, Figure 4 tor de- tails of plata dimensions, . '. . . • : ' 2J Allowable toads: . - ; Tables 1. 2 and 3 provide allowable lateral loads, 'tension loads and shear toads, respectively, for the CompuTrus truss plates. These values are based on the National Design Standard tor Metal Plate Connected Wood Truss Construc- tion, ANS1/TPI1-1995. A copy ol the ANSl/TP11-1995 stand- ard must be supplied to the building department when this is requested by the building official. 2.3.1 Lateral Resistance: Each 'CompuTrus truss plate must be designed to transfer the required load without ex- caadtag the allowable toad per square Inch of plate contact area, based on jpedes on lha orientation of the teeth relative to the load, -and on the direction of toad relative to grain. De- sign tor lateral rssistanc* must be In acconjance with Section 115.1 oiANSt/TP!M99fi. Table 1 provides allowable lateral -loads for the truss plates. "-..,. , 2.3JZ Tension Resistance: Each CompuTms truss plate must b« designed for tension capacity, based on the orienta- tion of Hie truss plate relative to the direction of load. Design for tension must be In accordance with Section .11&2 of ANSI/TPt 1-1 995. Table 2 shows allowable tension toads for the truss plates. Additionally, the net section of the truss plates for tension feint* must be designed using the allowable . tensile -Stress of the metal, adjusted by the truss plate tensfie effectiveness ratios shown in Table 2. : . ,, • . Shear Resistance; Each CompuTrus truss plate must : be designed for shear capacity, based on the orientation of the plate relative to all possible lines of shear. Design for shear must be In accordance wfln Section t1.£3 of ANSVTPI 1-1995, Table 3 shows aBowable shear toads for the truss plates. Additionally, the net section of the truss plates for heel Joints and other joints involving shear must be designed using the aBowabfe. shear values for the truss plates, adjusted by the shear resistance effectiveness ratios shown In Table 3. Metal Plate Reductions: Several allowable-toad re- duction factors tor the metal ptatea, when they are applicable, must be considered cumu)atfvely in the design of truss plates used in fabricated wood trusses: - - . . 1. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by a strength reduction fac- - tor, OA, shown in Table 4 K when the plain are Installed in lumber by means of a single-pass, fuD-embedment roller system having minimum roller diameters equal to 18 inch- ; es (467 mm). This reduction does not apply to embed- ment hydraulic-platen presses, multiple roller ptessec that use partial embedment followed by hiB-embedmerrt rollers, or combinations of partial embedment roller presses and hydraufc-pfaton presses that teed fruss*s: into a stationary finish roller press. When trusses are fab- . rtcated with singleTpass royer presses, the calculations for the truss design submitted to the buflding department . tor approval must specify the minimum dametar of the roller press and the appropriate strength reduction factor from this report. . 2. AJJowabie lateral resistance .values for the CompuTrus truss plates must be reduced by 15 percent when the plates are .installed on the narrow face of. truss lumber -•' . members. . . -• • . - . . • 3. Allowable lateral resistance values must be reduced by 20 percent when the CompuTrus truss plates a/e. installed . in lumber having a moisture content greater than 19 per- cent.at the time of truss fabrication. Kvotttorion rrporn of tCStl £w/n«fun 5*n*». /»f- tn ina*rf nrfrffr In ptvrul* lafarmattait to Ctoj .4 memkm a/KSO, tOit&Hit the to4e a fan wftJrA tkt rtfo* It *<u«£, Evaluation reports art not tab* taiutnttt as rtfeatattng «itt«tfo or aay othtr attribute nut iprcijieall? aJJrtsstd n«r as an titJarxenwH or ntoau***- thatoit for tat afihe wltject rtport. . " ... . This rtpan a basat upon indtpendtni tats or alter Hckaical rfa/a subatiitti by tht applicant. Thr tCBH Kvatuatiim Sgrvtct. MA, itehnieal ttajfhas r test rcsitltt ttml/nr aiher data* hut Juts not pavsexs ttsi facilities to inakt tn ladtptndtnt verification. fSfn- is aa warranty by KRO Evaluation Stneitt. tie la onv "fiadiay" at other matttria iht rrpart or as to any product tattrtJ by the rrpart. This tltschimtr fnc/«rf«. but It nitt Ibniutltit. Pags 1 of 5 F*age 2 of 5 EH-4211 4. Allowable lateral resistance values for CompuTrus truss plates installed at the heel joint of a fabricated wood truss must be reduced by the heel-joint reduction factor, % « follows: fy * 0.85 - 0.05(12tan9 - 2.0) where: 0.65 £Afe£ 0.85 a a Angle between lines of action of the top and bottom chords (shown in Figure 3). Wham the top chord slopes are greater than 12:12 (100% slope), this heeHoint reduction factor is not applied. 2.3.5 Combined Shear and Tension: Each CompuTrus truss plate must be designed for combined shear and tension capacity, based on the orientation of the truss plata relative to the directions of loading. Design for combined shear and ten- sion must be in accordance with Section 11.2.4 of ANSI/TPI 1-1995. £3.6 Combined Flexure and Axial Loading: Truss plates designed for axial.forces are only permitted as splices In the top and bottom chord when the splices are within 12 inches (305 mm) of the calculated point of zero moment. Design of truss plates at splices in the top and bottom chord that are not placed within 12 inches (305 mm) of the calculated point off zero, moment must include combined flexure and axial stresses. , • • - "•...'' 2.4 Truss Design; - " . Plans and calculations must be submitted to the building offi- cial for the trusses using truss plates described in this report. The truss design must show compliance with the code and accepted engineering principles. Allowable loads for the truss plates may be increased tor duration of toad in accordance with the code. Calculations must specify the deflection ratio or the maximum deflection for live and total load. For each truss design drawing, the following information, at a mint- mum, should be specified by the design engineer 1. Truss span, spacing, and slope or depth. 2< Dimensioned location of truss joints. 3. Model, size and dimensioned location of truss plates at each joint . . , 4. Truss chord and web lumber size, species, and grade. 5. Required bearing widths at truss supports. 6. Top and bottom chord ttve and dead loads, concentrated Rjads and their locations, and controlling wind or earth- quake loads. '( ; 7. Design calculations conforming to ANSI/TP11-1995 and any adjustments to lumber and truss plate allowable val- ues tor conditions of use. 25 Truss Fabrication: : Plate connectors shall be installed by an approved truss fabri- cator that has an approved quality assurance program cover* ing the wood truss manufacturing and inspection process In accordance with Sections 2304.4.4 and 2321.3 of the coda and Section 4 of ANSbTPl 1-1995. The allowable loads rec- ognized in this report are for plates that are pressed into wood truss members using hydraulic or pneumatic embedment presses; multiple roller presses that use partial embedment followed by full-embedment rollers; or combinations of partial embedment roller presses and hydraulic-platen presses that feed trusses Into a stationary finish roller press or. if the ad- justment factors given in Table 4 are used, single-pass rollerpresses. When truss fabricators use single-pass rotor presses, the rollers must have minimum-18-inch (457 mm) diameters. Plates embedded with a single-pass, full-embedment roller press must be preset, before passing through the roller press, by striking at least two opposite comers of each plate with a hammer. 2.6 Identification: The CompuTrus "C" Series plates are embossed with the designation "C-20" or "C-18," for the No. 20 gage or No. 18 gage plates, respectively. For the "CM* series, the No. 20 gage plate is identified by the designation "CN-20" embossed on the plate, and the No. 1 a gage plate is identified by the des- ignation -CN-18.". 3.0 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction. ANSI/TPI 1-1995.-, 4.0 FINDINGS That the CompuTrus Truss Plates for Wood Trusses de- . scribed in this report comply with the 1997 Uniform Building Code™, tubjact to the following conditions: 4.1 Plans and calculations are submitted to the build- ing official for the trusses using truss pistes de- scribed In this report 4.2 The truss plates are designed to transfer the re- quired loads using the design formulae in ANSITPI 1-1995. A copy of the ANSI/TPI 1-1995 standard must be supplied to the building department when this is requested by the building official. 4.3 The allowable loads for the truss plates comply with this evaluation report. 4.4 Truss plates are not permitted to be placed where knots occur In connected wood truss members. 4.5 Truss plates are Installed in pairs on opposite faces of truss members. 4.6 Trusses using truss plates described in this report must be fabricated by a truss fabricator approved by the building official, In accordance with Sec- tions 2304.4.4 and 2321.3 of the cods, 4.7 Allowable loads shown in the tables of this report may be increased for duration of load In accord- ance with the code. 4.8 Overpressed truss plates are not permitted. Over- pressed plates occur when the truss plate Is em- bedded Into the lumber more than one-half the plate metal thickness. 4.9 Allowable loads shown In the tables of this report are not applicable to truss plates embedded in lum- ber treated with fire-resistive chemicals. . 4.10 When a one-hour fire-resistive rating is required feu- trusses using CompuTrus plates, see Evaluation Report ER-1632. This report is subject to re-examination In two years. Gampulrus, Inc. Manufacturing • EngtoMring * Computer System WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences, 3. 1x3 compression web bracing must be Installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be • designed and provided by designer of complete structure. CompuTrus assumes no responsibil- • ity for such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design toads be applied to any component 6. CompuTrus has no control over and assumes no, responsibility for the fabrication, handling, shipment and installation of components. ". . . 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB-91*. a oopy of which will be furnished by CompuTrus > uponrequest . , GENERAL NOTES, unless otherwise noted: Design to support loads as shown. Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-0* o.c. respectively. . 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. . 8. Design assumes full bearing at all supports shown. Shim or wedge If necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C', see I.C.B.O. R.R. , 4211 • . ' - • . •• " 11. The CompuTrus Net Section Plate Is indicated by the prefix "CN", the designator (18) Indicated 18 ga. material is used. All others are 20 ga. General Notes: Bracing to top and bottom chorda not required, provided the chord members are braced throughout their length by .continuous sheathing. 'No. 29017 0GXP. 3/31/03 Truss Plate Institute NOT ANSI/TP! 1-1995 2 DESIGN RESPONSIBILITIES 2.2.1 The Building Designer shall specify the following: 2.1 TRUSS DESIGNER (a) Design loads in accordance with Sec- Truss Designer - is the design professional ~ tion 3. individual organization having responsibility (b) Truss profile and intended support Ip- f or the design of metal plate connected wood cations.. trusses. This responsibility shall be in (c) Temperature and moisture environment accordance with the state's statutes and for the intended end use. regulations governing the professional (d) Any special requirements to be consid- registration and certification of architects or ered in the truss design, engineers. Also referred to as truss engineer, -. - ,".-• ''• '••:..'.-. •V'--- : .^ •; .: " y design engineer, and registered engineer, 2.2.2 As this Standard does not cover the- but hereinafter will be referred to as truss design for the complete structural system of a designer. , " building, the Building Designer shall provide .:.,-. . .--.... lorthe-following in the design and detailing of 2.2 BUILDING DESIGNER : the building: V Building Designer-is the design professional (a) Truss deflections .' ;i . ' > • individual ororganization having responsibility (b) Truss movement due .to moisture and for overail building design, in accordance with temperature change ' the state's statutes and regulations governing (c) Truss supports and anchorage accom- the professional registration and certification modating horizontal, vertical or other re- of architects or engineers. This responsibility. actions or displacements ; . ; • includesbutisnotlimitedtofoundationdesign, (d) Permanent truss bracing to resist wind, structural member sizing, load transfer, seismic and any other lateral forces act- bearing conditions, and the structure's ing perpendicular to the plane of the truss compliance with applicable building codes, (e) Permanent lateral bracing as specified Also referred to as registered architect or -. by the Truss Designer, to prevent buck- engineer, building designer, and registered ling of the individual truss members due building designer, but hereinafter will be to design loads. . ; . - referred to as building designer. ; Truss Plats Institute AMSUTP! 1-1995 Appendix A (Non-Mandatory) responsibility for the design of meta! plate connected wood trusses. This responsibility shall be in accordance with the state's statues and regulations governing the professional registration and certification of architects or engineers. Also referred to as truss engineer, design engineer, registered .engineer, and engineer, but hereinafter will be referred to as Truss Designer, A.1.2.9 "Truss Design Drawing" shall mean the graphic depiction of an individual Truss prepared by the Truss Designer. A.1.2.10 "Truss Manufacturer" shall mean an individual or organization regularly en- gaged in the manufacturing of Trusses. ' A.1.2.11 "Truss Placement Plan" is the drawing identifying the location assumed for each Truss based on the Truss Manufacturer's interpretation of the Construction Design Docu- ments. '-'".' ' " • . A.2.0 OWNER RESPONSIBILITIES A.2.1 Directly or through its representatives, which may include the Contractor and/or Build- Ing Designer; (a) review and approve each Truss Design Drawing; (b) review and ap-' prove the Truss Placement Plan; (c) resolve and approve all design issues arising out of the preparation of eachr Truss Design Draw* Ing and Truss Placement Plan; and (d) coordi- nate the return of each approved Truss De- sign Drawing and Truss Placement Plan to the Truss Manufacturer prior to truss manufactur- ing. /.••-*. A.3.0 BUILDING DESIGNER RESPONSIBILITIES --: A.3.1 Design a structure suitable to ensure that the intended function of each Truss is not affected by adverse influences including, but not limited to, moisture, temperature, corro- sive chemicals and gases; _j^:r_-^.—-; ~ A.3.2 Prepare the Construction Design Docu- ments, showing ail trussed areas, which must provide as a minimum the following: A.3.2.1 All truss orientations and locations; A.3.2.2 Information tofully determine all truss profiles; . A.3.2.3 Adequate support of the Truss and all truss bearing conditions; A.3.2.4 Permanent' bracing design for the structure including the Trusses, except as provided in A.3.4 and A.6.2.12. A.3.2.5 The location, direction and magni- tude of all dead and live loads applicable to each Truss including, but not limited to, loads' attributable to: roof, floor, partition, mechani- cal, fire sprinkler, attic, storage, wind, snow drift and seismic; A.3.2.6 AIlTrussanchoragedesignsrequired to resist uplift, gravity, and lateral loads; A.3.'2.7 Allowable vertical and horizontal de- flection criteria; A.3.2.8 Proper transfer of design loads af- fecting the Truss; and '.'•' ;• . A.3.2.9 Adequate connections between Truss and non-truss components, except as noted in Section A.6.2.9. ;• / ! A.3,3 Review and approve the Truss Place- ment Plan and each Truss Design Drawing for conformance with the requirements and intent of the Construction Design Documents, the effect of each Truss Design Drawing and Truss. Placement Plan on other parts of the structure, and the effect of the structure on each Truss. . A.3.4 Specify permanent lateral bracing .where indicated by the Truss Designer on the FlguraSI Webmemberdlagonalbraclnglnflattnwsw. *«*II!o a1 Ia f 1 £ I | I I PwiMMntWab DtagomlCnMBiridng —*? Group o( Wood ThmM (W«bUecnb«rt) I I Flgur«39 Permanem bracing In the plan*ofthew*t». 5 *ms 6|S. I r^»«ss=~,-,ul«iH«>u_j|^.y.LV-.^' j«'.«"-*•! This safety alert syrribol; is used attention! ifeCAtJTlpN:;SA CAUTION: identifies; safe "practices: br.in result iripsrsdnaf injury or damage tfesftuctures :. .-A ;pANGERsdesignate&'a,condJtJon^ where1aiIu a conditionj-^fiir/.; -j - -~.\ <t; ",i--»f.f75;WV<|ii^^S;«iVr^;;,W:^*H;--vi:WM^^severe personal injury or damage to structures. iSRte«rffnn?IWrt«f^neinis^7'i:qK2 SSal^^TSJS-^?-KS«^^^ t" "''K«SJilifnE^slgfl&mrSi^'iSs^tw"5!i;i.!P^^3&1!^£3®35 ^ipilc^uiiq^^-'^^^^'ii^V''ifl1-«'l^i"*'*^-4-j>:',-|^SS?*.V/c::i«i*-S-v '••..•':;-^--.--«.:v-,,.__ - ;..^ ,-„.-.-, . --..„..-.,_, ,•SSEisg^f^ppl^M^rBttre^•^*-»'^^£J^^££fc^.£ilia^:^^S^^fe^liSi^Eir^'th^ent^^^,,5.5^^^ ii^^l^ll^^i^&iM^w^L^S^-^^^^ CAUTION: Trusses stored hprgpr^talty should be """"" ""'"'''''^""entexcssslyejateral. bending and WARNING: Do not break banding untillnstallaticn begins. Cars should j» exereSs^d in banding ' movai to'avoid shifting N: Trusses stored vertlcaiiy should "t». r braced to prevent toppling DANGER: Do not"stori bundles upright unless ./propei^braced.db notbrsakband? until bundles jare'placed in a stable ribr'azbntal position.f *?-• •> '•• IRNfNQ: peatei- than 30* by Srtfe. ••-,---!..• - -'•- -' - * ' jletriissesiwUSspans Calf :^d^*^:^'^fe ;^' Lifting devices should, be connected to the truss lop chord with a closed-loop attachment utilizing materials such as slfngs, chains, cables, nyton strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- ,rary bracing la Installed. ESS;250". fe!3 \0l JSSSI Top Chord;Plan Slocking Qround! Group of Wood Trusses . o\ . Lateral Movement r Lateral bracing alone maintains spacing between trusses, but does not prevent the entire group of trusses from moving together, sideways. . Web Diagonal Cross Bradng Top Chord . Lateral Bracing \ A Truss Web Member i \_ Bottom Chord ' . . Lateral Bracing Lateral bracing, together with web diagonal bracing or cross bracing, form irlangulation tor stability. Figure3& Web member diagonal bracing. : See a registered professional engineer Continuous Top Chord Lateral Brace Required Top chorda thai an laterally bracad can buckla together and cauMcollapM Hthar* hno diago- nal bracing. Diagonal bracing ahouldbanailad to Uw underaide of tha top chord vuhan purlin*. arm attached to th« topside of tha top chord. See a registered professional engineer Continuous Top Chord Lateral Brace Required Topcnorda that an laterally braced can buekla togetlurand eauMcellapM if there tone diago- nal bracing. Diagonal bracing should bo nailed to th« iinderstda of Ui» top chotd when purlins 4» attached to tha topside ol tha top chard. Top ehord» that ara laterally bracad cm buckl* togcthoruid cauMCdlap** il there lino diago- nal bracing. Diagonal bracing ahouldlMnaJlad to the under*Ida oJUl* top chord wtwnpurlliw an attached to th« tepdd* of th« tap ahord. Continuous Top Chord Lateral Brace Required 10'orGreateH Attachment Required iBisssia^'BSiaiii^^ :&lW!i*^(>^BiSBE«.fW*W^ Top chord* (hat an latently braaad on buckto tog*th«nnd CMM* eollap** IfUitr* to no diago- nal bracing. Diagonal bracing should b*nail«d to tha undvralito <rf th« tap chord whan puriin* ar* attached to th« topald* of th* top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required See a registered professional engineer Continuous Top Chord Lateral Brace Required Topchordi that ar* laterally bracad can buckta togatharand cauMCoIlapM if then teno dl«go- n>J bracing. 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S|'i r s* m lip*U^5S^! ls.s;5?Stl m m3J 39> >tfl CAe= c•D T)T> T)O O3) 3>O Qg 8 P Pc co oz z o _TI 01ooS3 — o o o o n> _ _„ m (D JD 2J • II ^ - S H IU (U Ol 11w o ut o z• . • • Oa> <o 01 o •Q "V V TJ -ton« » 31O -*Z H U1 2-11-15 o o o o 0) en QI 01 01 w 01 *. b b b In W 31to raa C tnO nCO en Or04-01r i*ii ,.U) DO *-j tn iu o5 5StA tJl o 3-10-09 TJM iu at o> m PACIFIC SOILS ENGINEERING, INC. 7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111 TELEPHONE: (858) 560-1713, FAX: (858) 560-0380 HERMOSA CONSTRUCTION COMPANY 2541 State Street - Suite 202 Carlsbad, CA 92008-1964 June 1, 2000 Work Order 400729 Attention: Mr. Bob Plein I Subject: Geotechnical Foundation Investigation for the 0.8 Acre Cynthia Lane Parcel, APN 156-230-41-00, in the City of Carlsbad, California References: See Appendix Gentlemen: Presented herein is Pacific Soils Engineering, Inc.'s (PSE) geotechnical foundation evaluation for the 0.8 acre Cynthia Lane Parcel, APN 156-230-41-00, located in the City of Carlsbad, California. This work was performed in accordance with our proposal dated May 16, 2000 on the authorization of Mr. Bob Plein. The purpose of this investigation is to generally characterize site geotechnical condi- tions as they relate to the proposed construction of four (4) wood frame, residential structures supported by slab-on-grade foundation systems. 1.0 SCOPE OF WORK The following scope of work has been performed during PSE's investigation. 0 Review of published maps and geologic literature. 0 Mark-out and coordination of underground service alert. 0 Excavation, logging and sampling of three (3) exploratory test pits, exca- vated with a John Deere 410E backhoe with 36 inch bucket (Table I). CORPORATE HEADQUARTERS LOS ANGELES COUNTY RIVERSIDE COUNTY SOUTH ORANGE COUNTY TEL: (714) 220-0770 TEL: (310) 325-7272 or (323) 775-6771 TEL: (909) 676-8195 TEL: (7U) 730-2122 FAX: (714) 220-9589 FAX: (714) 220-9589 FAX: (909) 676-1879 FAX: (714) 730-5191 Work Order 400729 Page 2 June 1, 2000 0 Laboratory testing and analyses of bulk samples consisting of: 1) hy- drometer analysis (Table II); 2) remolded direct shears (Table II and Plates B-1 and B-2); 3) compaction characteristics (Table II); 4) expan- sion index (Table II); and 5) chemical/resistivity testing (Plates C-1 through C-5). 0 General discussion of site geology. 0 Limited seismic hazards analysis. 0 Preliminary grading recommendations. 0 Preliminary foundation design recommendations. 0 Preparation of this report and accompanying exhibits summarizing our findings, conclusions and recommendations. 2.0 SITE DESCRIPTION The 0.8 vacant acre parcel is relatively fiat with drainage by sheet flow to existing paved streets and associated storm drains. Currently the parcel supports a flower farming operation and existing homes are located to the east and west while Cynthia Lane and Buena Vista Avenue form the south and north bounda- ries. 3.0 PROPOSED CONSTRUCTION It is assumed that mass grading techniques will be utilized to create building pads, driveways and improve surface drainages for support of four (4) residential structures. It is also understood that the proposed residential wood frame struc- tures will be supported by a slab-on-grade foundation system with shallow foun- dation elements. At this time, the foundation plans are not available for review; PACIFIC SOILS ENGINEERING, INC. Work Order 400729 Page 3 June 1, 2000 therefore, the geotechnical design values presented herein are preliminary in nature. When complete, foundation plans should be reviewed for conformance to this report. 4.0 GEOLOGIC SUMMARY Although no existing site specific proprietary geotechnical reports were available for PSE's review, published data (Weber, 1982) indicates the site is underlain by terrace deposits of the Quaternary-age Lindavista Formation. Typically, the Lin- davista Formation consists of brown to reddish brown, silty to clayey sands. Weber indicates Santiago Formation cropping out three-quarters (3/4) of a mile northeast of the site at the Buena Vista Lagoon and it is likely that Santiago bed- rock underlies the site at depth. Review of the regional geologic information indicates the absence of faulting within/or in immediate proximity of the site. The trace of the Rose Canyon fault is located approximately eight (8) kilometers southwest of the parcel. Owing to the dense character of the Lindavista and underlying Santiago Formation, lique- faction potential is very low. Ground shaking from large seismic events gener- ated along offsite faults is possible, as with most areas in the seismically active southern California area. For structural design purposes, the parameters pre- sented in Table A should utilized for post-graded lots. The site occurs in seismic zone 4, and therefore the seismic zone factor "Z" is 0.4. These parameters are meant to be consistent with UBC (1997). PACIFIC SOILS ENGINEERING, INC. Work Order 400729 Page 4 June 1,2000 TABLE A UBC (1997) Seismic Parameters Soil Profile Type Ca Cv Na Sc 0.40Na 0.56NV 1.0 1.1 Groundwater was not encountered at the time of PSE's subsurface investigation. It is considered unlikely that groundwater will be encountered during grading op- erations or building construction. It is possible that landscape and/or seasonal rainwater will perch over the relatively dense, Lindavista Formation. Based on PSE's general experience, the proposed three (3) foot cap is typically sufficient to allow for mitigation of nuisance water conditions. However, if perched condi- tions develop near finish grade surface, additional measures, such as the combi- nation of area drains and/or French drains, may be required. 5.0 SITE PREPARATION AND COMPACTION 5.1 Unsuitable Soil Removals As a general guideline, removals will likely be on the order of three (3) feet and should be accomplished over the entire site. Localized areas may require deeper removals and will depend upon conditions encountered during grading operations. Removal and recompaction should be accomplished for the three back- hoe trenches (TP-1 through TP-3) excavated for this study. PACIFIC BOILS ENGINEERING. INC. Work Order 400729 Page 5 June 1,2000 5.2 Existing Site Improvements To the best of PSE's knowledge, existing underground improvements do not exist within the proposed building envelopes. Underground utility im- provements exist on the site along Cynthia Lane and Buena Vista Ave- nue. Additionally, residential structures exist on both sides of the subject lot. Given the proximity of the adjacent structures and improvements, care should be taken during grading operations. Accordingly, it should be the contractor's responsibility to protect adjacent improvements in these areas during grading and building construction. 5.3 Grading Compliance Grading should conform to the grading ordinance of the City of Carlsbad and the attendant PSE earthwork specifications. Field observations will be required during grading by qualified geotechnical personnel. This should include full time observation and testing of fill soil placement by field technician(s) and periodic observation by the soil engineer. 5.4 Site Preparation Prior to grading, the site must be stripped and cleared of existing vegeta- tion, trash, debris and other deleterious materials. These materials should be removed and wasted offsite. 5.5 Removal Excavation Treatment Once removals are completed, the removal excavations should be mois- ture conditioned to optimum moisture or slightly above (ASTM:D 1557-91) and compacted to a minimum of 90 percent relative compaction, prior to placement of compacted fill. PACIFIC SOILS EISIOINEERINO, INC. Work Order 400729 Page 6 June 1,2000 5.6 Compacted Fill Placement Fill should be spread in thin lifts (six to eight inches), the moisture content adjusted to a minimum of optimum moisture or slightly above, and the materials rolled and compacted to a minimum of 90 percent of laboratory maximum density as determined in accordance with ASTM:D 1557-91. Each lift should be treated in a like manner until the desired finish grades are achieved. 5.7 Soil Material Suitability Excavated materials, which are approved by the soil engineer, may be utilized in compacted fill provided that trash, vegetation and other delete- rious materials are removed prior to placement. 5.8 Soil Expansion Characteristics The onsite materials are considered to be low expansive in nature. Pre- liminary foundation designs are provided to accommodate this condition. However, as-graded expansive conditions should be confirmed upon completion of grading operations. 5.9 Import Soils Import soils, if needed, should have very low to low expansion properties. The soil engineer should be notified at least 48 hours in advance in order to sample, test and approve or disapprove materials from borrow sites. No import materials should be delivered for use on the site without prior approval by the soil engineer. PACIFIC BOILS ENGINEERING, INC. Work Order 400729 Page 7 June 1, 2000 5.10 Compaction Testing Fill should be tested at the time of placement to ascertain that the required compaction is achieved. 6.0 PRELIMINARY FOUNDATION DESIGN CRITERIA Laboratory testing indicates the existence of onsite materials that are low in ex- pansion potential. Final expansion potential determinations for the subject lots will be dependent on the post-graded soil conditions. For preliminary design purposes, the following conventional slab-on-grade foundation design parame- ters and recommendations are presented. Prior to construction, the foundation plans should be reviewed by PSE. At that time, finalized recommendations/comments will be presented. 6.1 Preliminary Foundation Design Criteria Foundation systems may be preliminarily designed based upon the fol- lowing values. Allowable Bearing: 2000 Ibs./sq.ft. Lateral Bearing; 200 Ibs./sq.ft. at a depth of 12 inches plus 100 Ibs./sq.ft. for each additional 12 inches embedment to a maximum of 2000 lbs./sq.ft. Sliding Coefficient: 0.35 Settlement: Total = 3/4 inch Differential = 3/8 inch in 20 feet The above values may be increased as allowed by code to resist transient loading conditions, such as wind or seismic. PACIFIC BOILS ENGINEER I NO, INC. Work Order 400729 Page 8 June 1,2000 6.2 Preliminary Conventional Slab-On "Grade Foundation Systems Conventional foundation systems may be preliminarily designed in accor- dance with section 6.1 and Table B. 6.3 Retaining Walls Foundations with retaining walls may be preliminarily designed in accor- dance with recommendations of paragraph 6.1 and the following: 6.3.1 Lateral Earth Pressure Coefficients Level Backfill Kg = 0.31 Kp = 3.25 K0 = 0.47 Equivalent fluid pressures can be calculated utilizing a soil unit weight of y = 125 Ibs./n.3. 6.3.2 Other Design Considerations Retaining wall design should consider additional surcharge loads, where appropriate. 6.3.3 Waterproofing and Drainage Systems Cantilever and/or restrained retaining walls should be waterproofed to accommodate the anticipated irrigation water and backfilled with free draining material (SE > 30) to within 18 inches of grade and compacted to project specifications to minimize water marks. Na- tive soils shall be utilized in the upper 18 inches. Drainage PACIFIC SOILS ENGINEERING, INC. Work Order 400729 June 1, 2000 TABLE B CONVENTIONAL FOUNDATION DESIGN PARAMETERS Expansion Potential Soil Category Very Low to Low I Footina Depth Below Lowest Adjacent Finish Grade One-Story Interior One-Story Exterior Two-Story Interior Two-Story Exterior 12 inches 12 inches 12 inches 18 inches Footina Width One-Story Two-Story Footina Reinforcement One-Story Two-Story Slab Thickness Slab Reinforcement Under-Slab Requirement Slab Subarade Moisture 12 inches 15 inches No. 4 rebars, one (1) on top, one (1) on bottom. No. 4 rebars, one (1) on top, one (1) on bottom. 4 inches (actual) No. 3 rebars spaced 18 inches on center, each way. 2 inches of clean sand over 10-mil Visqueen, underlain with 2 inches of clean sand. Minimum of 110 percent of optimum moisture prior to placing con- crete. Footina Embedment Next to Swales and Slopes If exterior footings adjacent to drainage swales are to exist within five (5) feet horizontally of the swale, the footing should be embedded sufficiently to assure embedment below the swale bottom is maintained. Footings adjacent to slopes should be embedded such that at least seven (7) feet is provided horizontally from edge of the footing to the face of the slope. Garages A grade beam reinforced continuously with the garage footings shall be constructed across the garage en- trance, tying together the ends of the perimeter footings and between individual spread footings. This grade beam should be embedded at the same depth as the adjacent perimeter footings. A thickened slab, separated by a cold joint from the garage beam, should be provided at the garage entrance. Minimum dimensions of the thickened edge shall be six (6) inches deep. Footing depth, width and reinforcement should be the same as the structure. Slab thickness, reinforcement and under-slab treatment should be the same as the structure. PACIFIC SOILS ENGINEERING, INC. Work Order 400729 Page 9 June 1,2000 systems including, as a minimum, a four (4) inch diameter perfo- rated drain line surrounded by three (3) cubic feet per lineal foot of three-quarters (3/4) inch to one (1) inch crushed rock wrapped with a suitable filter fabric, should be provided to all cantilever and re- strained retaining walls to relieve hydrostatic pressure. 6.3.4 Other Appurtenances PSE can provide geotechnical design parameters and subsurface drainage recommendations for pools, spas, flatwork or other hard- scape improvements upon request. 7.0 OTHER DESIGN AND CONSTRUCTION CONSIDERATIONS 7.1 Positive drainage away from structures shall be provided and maintained. 7.2 Utility trench backfill shall be accomplished in accordance with the pre- vailing criteria of the City of Carlsbad. 7.3 Seismic design should be based on current and applicable building code requirements. 7.4 Soluble sulfate concentrations of the foundation material should be de- termined after grading is complete, when the final distribution of onsite material is known. Preliminary chemical analyses are presented on Plates C-1 through C-5. These values should be reviewed by a corrosion engi- neer with respect to concrete specification and cathodic protection. PACIFIC BOILS ENGINEERING, INC. Work Order 400729 June 1,2000 Page 10 The findings and recommendations contained in this report are based upon the specific excavations and observations as noted. The materials immediately adja- cent to or beneath those observed may have different characteristics and no rep- resentations are made as to the quality or extent of materials not observed. Respectfull^submittedj PACIFIC SOU , INC. CIVH Engross** Reviewe Dist: (6) Addressee CERAJAC/JAH :KR/0000 A. CHA rigiTieering Mana PACIFIC SOILS ENGINEERING, INC. Work Order 400729 APPENDIX June 1,2000 REFERENCES ICBO, 1997, Uniform Building Code, Whittier, California: International Conference of Building Officials, 3 volumes. Weber, Harold F., 1982, Recent slope failures, ancient landslides and related geology of the north-central coastal area, San Diego County, California: California Divi- sion of Mines and Geology, open file report 82-12 LA. PACIFIC SOILS ENGINEER INQ, INC. UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS g i } O -•? ^— t3co S >•.— -w f |*8 * is•> "3 O M w « J o € 4 - S K 1 - .* s i!1 1 i * 1 Ii I»l «8*8 „ * "" 5 ?«lt ^ l|f 1jir " ^'uiI1 *g lur^ Ii Ii I.i fslf 1s u~ '• f-* I^F*^ 1 1S — c o 5 £ lj ^ 7 / / £ ' V6 11J5 -) E ™ " 4r 7 HIGHLY ORGANIC SOILS ? OUPMBOLS 0 ;?<GW i Gp s \: ^GC4< sw :SPv *SM 0sc ML X/a -JOL MH ^ CH/ ^l*=^o*rJ " TYPICAL NAMES Well-graded graved, g"o*el tond matures, Hltk or no fmet Poor ty - graded gronfi, gravtl-sorid mniuris, litfke or no fnet Silty grovels, gravel-sortd-iill rwiturw Clayey gtweli, grovel -«ond-siti miituret WeB-groded sands, gravelly sands, little or no fines Poorly -graded sands, gravelly sands, little or no fines Silty sands, sand-silt matures Clayey sands, sand-clay mi»turei Inorganic sills and fine sands, rock flour silty or clayey fine sands or ctoyey silts vith slight plasticity hargonic days of tow to medium ptottiOty, gravelly day*, sandy ctoys, silly days, lean cloys Organic sits and organic siHy cloys of bw plasticity Inorganic tilts, micaceous or diotomoceous fine eandy or silty sails, elastic silts Inorganic cloys of high plasticity, tot Cloys Organic cloys of medium (o high plasticity, organic itttt Peat and other highly organic toJt FIELD IDENTIFICATION PROCEDURES W4C range gran si»s and substantial amounts ol oil mtermtdatc partcle sixes Predominately one sue or o range of sixes with some in tei mediate tixet missing Nonplottk fines or fmet with low plasticity (for identi- procedures see ML below) Plastic fines [tor identification procedure! see CL below) Wide range v> groin siiei and substantial amounts of oil irtermediote particle sixes Predominately one site or o range of some intermedia** siies missing sixes with Nonptostie fine* or fines with low plasticity (lor identification procedures see ML betow) Plastic fines (for identification procedures SM CL betow) IDENTIFICATION PROCEDURES on troctiori smafler than No. 40 sieve we Dry Strength (crushing Characteristics) None to slight Medium to high Slight tomedium SfegM to medium High lo veryhigh Medium to hfgfi Oilaloncy (reaction toshaking) Quick to stow None to verystow Stow Stow to none rtne None to veryStow Readily Identified by color, odor and frequently by fibrous tenure Toughness I consistencynear PL) None Medium Slight tomedium Slight to medium High Slight to medium spongy, feel BOUNDARY CLASSIFICATIONS So* pontiwiq cMroctvutici gf two vcupt ff* Otuqnoitd by orrt»iotOH d Qnav tpnftd* PARTICLE SIZE LIMITS SILT OR CLAY SAND GRAVEL FINE WEQUM COARSE FINE COARSC COBBLES I i BOULDERS Mo ZOO M040 »»C No 4 V**i 3« (CirOUS STANDARD SIEVE SI2C CONSISTENCY CLASSIFICATION GRANULAR SO.L COHESIVE SOL BEDROCK M0'STUR£ CQNPITK?N Q3HER. Wry too«* \riry soft LOOM Soft Moderot*ly dense Firm Medium dense Stiff D*ns« Vary stiff Very dens* Hard KffcntnctTin (Mud SaU aaewlkomn SrtMm, CcrM atEAQtaMi*, US. Ann* tetoeel Mtmomdum Ho VS6T, Vbkjrm 1, Mvtft, WW IferiMd A0ril, 19601 SYMBOLS Dry R- Undisturbed sample Slightly moist B- Bulk sample Soft Moist 2 Groundwater Moderately hard Wet fi Groundwater seepage Hard Saturated Vary hard PACIFIC SOILS ENGINEERING, INC. PLATE A Work Order 400729 June 1,2000 Work Order 400729 Date Excavated 05/19/00 Excavated by CER Equipment John Deere 41OE with 36" Bucket TABLE I LOG OF TEST PITS Test Pit No. Depth (ft.) USCS Description TP-1 0.0 - 8.0 SM LINDAViSTA FORMATIONfQiv): brown to dark brown, silty, fine sand, slightly moist, moderately dense; common pinhole porosity; common rootlets. @ 1.5 ft. reddish brown to yellowish red, silty, fine to medium sand; trace of clay and coarse sand, moist, moderately to medium dense; massive; structured; structure faces stained with black splotches (magnesium oxide?); common pinhole porosity. SM-SC @ 2.0 ft. dark reddish brown (SYR 3/4 to 4/4), clayey to silty. @ 4.0 ft. uncommon pinhole porosity. SM @ 7.0 ft. mottled dark reddish brown and yel- lowish red, silty, fine to medium sand, very moist, medium dense; massive; no structure. TOTAL DEPTH 8.0 FT. NO WATER, NO CAVING PACIFIC SOILS ENGINEERING, INC. Work Order 400729 June 1, 2000 TABLE I cont. LOG OF TEST PITS Test Pit No. Depth (ft.) USCS Description TP-2 0.0 - 8.0 SM LINDAVISTA FORMATION (Qlv): brown, silty, fine to medium sand, trace of coarse sand, moist to very moist; uncommon small rusty red sand ctasts; massive; structured; structured surfaces stained black (magnesium oxide?). SC @ 1.0 ft. reddish brown to. yellowish red, clayey, fine to medium sand, moist to very moist, medium dense; common small rusty red sand clasts; massive; structured; structured surfaces stained black (magnesium oxide?). SM @ 6.0 ft. dark reddish brown, slightly silty, fine to coarse sand, slightly moist to moist, very dense; cemented; massive; no structure. TOTAL DEPTH 8.0 FT. NO WATER, NO CAVING PACIFIC SOILS ENGINEERING, INC. Work Order 400729 June 1,2000 TABLE I cont. LOG OF TEST PITS Test Pit No. Depth (ft.) USCS Description TP-3 0.0 - 9.0 SM LINDAVISTA FORMATION (Qlv): brown to dark brown, silty, fine to medium sand, moist to very moist, moderately dense; common root- lets. @ 1.5 ft. brown to dark reddish brown, silty, fine to medium sand, moist to very moist, moderately dense; common pinhole porosity; uncommon rootlets; massive. SM-SC @ 3.0 ft. dark reddish brown, silty to clayey, fine to medium sand, very moist, medium dense; slightly cemented, slightly structured; slight pinhole porosity; some black staining on structured surfaces; very uncommon rootlets. SC @ 4.0 ft. dark reddish brown, clayey, fine to medium sand, very moist, medium dense; massive; no structure; no visible porosity. TOTAL DEPTH 9.0 FT. NO WATER, NO CAVING PACIFIC SOILS ENGINEERING, INC. <a COUJ £»_ O CM "" *~ fcUJ<gI tf o-I CL *tmo S3§ U. O i K H» S- U_c ai O) LU J2 '5aio iS"ona. e 4,C 3,7 3,E 3,2 3,C 2,7 C\J *2'£ CO - 22W ^'^(0UJ £E 2,cwg" 5 1.5 1,2 1.C 7 5 2 symbol • DIRECT SHEAR TESTS REMOLDED @ 90% OU 0 500 •! !i .3 [ j i p ( i ¥ T"IT-li-ii-i*"T--L-±::T" • ! i i 1 ,000 1 ,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS lbs./ft 2 Silty Sand "' SM COHESION 0 psf. FRICTION ANGLE 33 degreeB boring depth (ft.) TP-1 1.0 symbol boring depth (ft.) DIRECT SHEAR TEST [JS • PACIFIC SOILS ENGINEERING, INC. fl 771 5 Convoy Court, S.D.CA 921 11 II (619)560-1713 I W.0. 400729 PLATE B-1 4,0 3,7 3,5 3,2 3,0 2,7 CM 2,5 « £ 22CO *'*COLU fE 2,0 CO I1'7 CO 1,5 1,2 1,0 7 5 2 symbol • DIRECT SHEAR TESTS REMOLDED @ 90% i > I 0 500 1 ,000 1 ,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS IbsTft 2 Clayey Sand SC-CL COHESION 125 psf. . FRICTION ANGLE 32 degrees borinc TP-2 depth (ft.) 3.0 symbol boring depth (ft.) DIRECT SHEAR TEST iHl^B^BH PACIFIC SOILS ENGINEERING, INC. 7715Convoy Court, S.D. CA 92111 (619)560-1713 W.0. 400729 PLATE B-2 05/31/00 WED 13:54 FAX 9093701046 -»-»-» PSEI-SD ©002 Del Mar Analytical 28S2 Alton Aw., IMtw. CA 93606 1014 E. Cooley Dr.. Suiki A. Coflcn. CA 8232* 16525 Srwrndn W:iy, Suite C-11, Van NuyS. CA 92*06 WB* Chesapeake Dr., Suite 60S. San Diego, CA 93129 9630 South 5101 51.. Sulk 0-120. Phoem*. AZ 85044 (949) 261-1022 FAX (9*9) 26M226 (909) 370J667 MX (909) 370-10*6 (818) 77B-WI FAX (BIB) 779-1W3 (619) 505-9596 FAX (61<l) 50S-96B9 (ABO) 785-OM9 FAX (4B01 765-0651 Pacific Soils Engineering, Inc. 7715 Convoy Court San Diego, C A 92111 Attention: Ron Buckley Client Project TD: 400729 Report Number CJE0332 Sampled: 05/25/00 Received: 05/26/00 Analyte Method INORGANICS Reporting Sample Dilution Date Date Data Batch Limit Result Factor Extracted Analyzed Qualifiers Sample ID; CJE0332-01 (TP- pH Sample ID: CJE0332-02 (TP- pH - Soil) EPA 9045C ' - Soil) EPA9045C pH Units COE26W NA COE2*)5 NA pH Units 4.66 6.91 5/26/00 5/26/00 5/26/00 5/26/00 Del Mar Analytical, Cotton Jeanne Shoulder Project Manager Plate C-1 results pertain oafyinthcxompla KMtJ in the laboratory . This report t full, -wlthowwrttMnpcwifmoTifrom Dei Mar Analytical. except in CJE0332<2 o 05/31/00 WED 13:55 FAI 9093701046 Del Mar Analytical 2652 Alton Av8,, Irvine, CA B2G06 (W6) Z61 -1022 PAX (9*3) 261 -1226 1014 E Cooiey Or, Suite A. CWton. CA9232* (909) 3KM66T FAX (90S) 370-1046 16525 Snerman Way, Sulie C-n. Vvi Nil/*. CA 9WOG (818) 77S-1811. FAX {816)779-1843 64fl4 Chesapeake Or. SuilO MS. Sen Diego. CA92123 (016) 505-9596 PAX |G19) 500-9669 9630 South Slst SL, Suite B-120. Phoenix. AZ flSO-u (4801 765-0048 FAX (460) 765-0651 Pacific Soils Engineering, Inc.7715 Convoy Court San Diego, CA 92111Attention: Ron Buck ley Client Project ID: 400729 Report Number: CJE0332 Sampled: 05/25/00Received: 05/26/00 Analyte Sample ID: CJE0332-Q1 (TP-1@V - Soil) Chloride INORGANICS Reporting Sample Dilution Date Date Data Method Batch Limit Result Factor Extracted Analyzed Qualifiers mg/kg mg/kg EPA 300.0 IOE30:i2 5.0 8.J ohms/cm ohms/cm Sample ID: CJE0332-01 (TP-1@1' - Soil) Resistivity EPA 120.1 MOD. IOE30!i7 700 V. 2200 Sample ID: CJE0332-01 (TP-1@1( - Soil) Soluble Sulfate EPA 300.0 IOE30'.2 0.00050 0.0070 mg/kg mg/kg Sample ID; CJE0332-02 (TP-2@3' - Soil) Chloride EPA 300.0 10E30H2 5.0 9.9 ohms/cm ohms/cm Sample ID: CJC0332-02 (TP-2@3' - Soil) Resistivity EPA 120.1 MOD. 10E30'7 700 5400 1 5/30/00 5/30/00 1 5/30/00 5/30/00 I 5/30/00 5/30/00 1 5/30/00 5/30/00 1 5/30/00 5/30/00 Sample ID: CJE0332-02 (TP-2@3* - Soil) Soluble Sulfate EPA 300.0 IOE30:;2 0.00050 0.0060 5/30/00 5/30/00 Del Mar Analytical, Colton Jeanne Shoulder Project Manager Plate C-2 The rctvltx pertain unfy unhc ytmtplcs Itstd tnihilt&arutury. 'JhisrcpCrtshot!not kertpmJuced, except ia full, without WHICH f*s mission from DtJ Mar Analyiuil CJE6332<3 u;oo Del Mar Analytical ZBSZ Anon Awe.. Irvine, C* 92606 1011 E Codey Dr.. Suite A, Cotton. CA 92324 16526 Sherman Way. Suilo C-11, Van Nuye, CA 82400 9dBA Chinopaake Dr.. Sulie 005. San Ditgo. CA 92123 9B305omn51S1St.,Sun» B-120. Pho™*, A2 SS044 V1022 FAX (649) 261-1228 1906) 370-46S7 FAX (909) 370-1046 (819) 779*1844 FAX (BIB) 779-1043 (619) 505-9596 FAX (619) S054CB9 (460) 785-0043 PAX (480) 7&S-0651 Pacific Soils Engineering, Inc. 7715 Convoy CourtSan Diego, CA 92111 Attention: Ron Buckley Client Project H>. 400729 Report Numbdn CJE0332 Sampled: 05/25/00 Received: 05/26/00 Analyte Result Batch: COE260S Extracted; 05/26/00 Duplicate Analyzed: 05/26/00 (COE2605-DUP1) pH 4.46 INORGANICS Reporting Spike Source V.REC RPD D»t> Limit Vnits Level Result V.REC Limits RPD Limit Qualifiers NA pirl Units Source: CJE0332-01 4.66 439 Del Mar Analytical, Cotton Jeanne Shoulder Project Manager Die remit ipfrtan only ta fhe fOtnflo lejttut intht laboratory. Tttix rcpvri .iftoll not be rtprvdlical, except in fttU, wifltotu writtenper.niubnjtim Del Mar Jflalytteat. Plate C-3 CJE0332<4 uo/oi/uu 10:00 SUSO/UJ.UID Del Mar Analytical 8SW Alton Avu, (nine, CA 91000 1014 E. Coolty Dr,, 6ulw A, Cotton, CA 02334 1BS2S Sherman Way. SuittC-li, van Nuye. CAB2406 9464 Chwapaake Or.. Sulle 605, San Dingo. CA 92123 9630 Seuih Si si Si., Suite &-120. Phocnli, A2 6SO« (949) 2G1-1022 FAX (9-19) 201-1286 (SOS) 970-4667 FAX (TOO) 370-1 CM* (BIB) 779-16*4 FAX (BIB) 776-1643 (619) 5C5-9SM FAX (619) 505-9689 (460) 763-0043 FAX (4bO) 765-W51 Pacific Soils Engineering, Inc. 7715 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project ID: 400729 Report Numb.*: CJE0332 Sampled: 05/25/00 Received: 05/26/00 INORGANICS Reporting Analyte Result Limit Batch: IOE3022 Extracted: 05/30/00 Blank Analyzed: OS/30/00 (IOE3022-BUC1) Chloride ND 5.0 Soluble Sulfate ND 0.00050 LCS Analyzed: 05/30/00 (IOE3022-BS1) Chloride 47.6 5.0 Soluble Sulfiue 0.00957 0.00050 Matrix Spike Analyzed: 05/30/00 (10E3022-MS1) Chloride 54 J 5.0 Soluble Sulfott 0.0163 0.00050 Matrix Spike Dup Analyzed: 05/30/00 (IOE3022-MSD1) Chloride 55.9 S.O Soluble Sulfete 0.0167 0.00050 Batch: IOE3037 Extracted: 05/30/00 Duplicate Analyzed: 05/30/00 (IOE3037-DUP1) Resistivity 2200 700 Units mg/kg V* me/kg mgrtce mg/kg chins/cm Spike Level Source V.REC Result V.REC Limits RPD RPD Data Limit Qualifiers SO.O 0.0100 95.2 95.7 90-110 90-110 Source: CJE0332-01 50.0 8.1 92.4 80-120 0.0100 0.0070 93.0 80-120 Source: CJE0332-01 50.0 8.1 95.6 80-120 0.0100 0.0070 97.0 50-120 Source: CJ £0332-01 2200 2.90 2A2 20 20 20 Del Mar Analytical, Colton Jeanne Shoulder Project Manager '/T>* rcmitx pertain naty lafticwnpl** **od in i,tt laboratory. This Hpori shall not be mpKMJucnJ. except in fiiB, itnthouf-wrilltnptrmltston from Del Mar Analytical. Plate C-4 CJE033KS ef6> Ifcj UUQ Del Mar Analytical 2ftS2 Alien Awe.. Irvine. CA 02606 10HE. Cootay Dr.. SuliflA, Coiton. CA823Z* 1G525 srwrman Way. Sulie C-n. van Nuya. CABMOS 648* crwsapeaka D(., Suite flQS. San Dago. CA 92123 9630 South £1si Si., Suite B-120. Phocni*, AZ 650*4 -1022 FAX (940) 261-1220 (K») 370-4667 FAX (909) 370-1M« (61«) 779-10** FAX (Q1B) 779-1M3 (C19) SOMS9C FAX (CIS) 505-9609 (*80) 785-0043 FAX (HBO] 785-0651 Pacific Soils Engineering, Inc. 7715 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project IJ); 400729 Report Number CJE0332 Sampled: 05/25/00 Received: 05/26/00 DATA QUALIFIERS AND DEFINITIONS ND AnalyteNOT DETECTED at or above the reporting limit orMDL, if MDL is specified. NR Not reported. RPD Relative Percent Difference Del Mar Analytical, Colton Jeanne Shoulder Project Manager Plate C-5 77w rtmilit,- pertain imfy in the .tempta leant In tk c Moratory, nix npnrt xhuH not bt reprWwcw/, except in full, without vrttitnpi'miiatiijnjrrim Del Mar Analytical.CJE0332<6 of6> dVW 130aVd 3AI1V1N3J.ft c K^a 5 S B * ~ 9 nSji!" p! o Z CL oo CM CO a. < UJ oo:<c LU > 55 O. i ©© Q. ^ ijnjcjiii i^.v yj.^vw.-x^ -ix i<«ti CE3D c?^T5 rVdr) •-••>• *'.l.-*..-^VV*1<.'"!arrtE' ui PIU «a. wa•s o <D PACIFIC SOILS ENGINEERING, INC. EARTHWORK SPECIFICATIONS These specifications present generally accepted standards and minimum earthwork requirements for the development of the project. These specifications shall be the project guidelines for earthwork except where specifically superceded in preliminary geology and soils reports, grading plan review reports or by prevailing grading codes or ordinances of the controlling agency. GENERAL A. The contractor shall be responsible for the satisfactory completion of all earthwork in accordance with the project plans and specifications. B. The project Soil Engineer and Engineering Geologist or their representatives shall provide testing services, and geotechnical consultation during the duration of the project. C. All clearing, grubbing, stripping and site preparation for the project shall be accomplished by the Contractor to the satisfaction of the Soil Engineer. D. It is the Contractor's responsibility to prepare the ground surface to receive the fills to the satisfaction of the Soil Engineer and to place, spread, mix and compact the fill in accordance with the job specifications and as required by the Soil Engineer. The Contractor shall also remove all material considered by the Soil Engineer to be unsuitable for use in the construction of compacted fill. E. The Contractor shall have suitable and sufficient equipment in operation to handle the amount of fill being placed. When necessary, equipment will be shut down temporarily in order to permit proper compaction of fills. SITE PREPARATION A. Excessive vegetation and all deleterious material shall be disposed of offsite as required by the Soil Engineer. Existing fill, soil, alluvium or rock materials determined by the Soil Engineer as being unsuitable for placement in compacted fills shall be removed and wasted from the site. Where applicable, the Contractor may obtain the approval of the Soil Engineer and the controlling authorities for the project to dispose of the above described materials, or a portion thereof, in designated areas onsite. After removals as described above have been accomplished, earth materials deemed unsuitable in their natural, in-place condition, shall be removed as recommended by the Soil Engineer/Engineering Geologist. PACIFIC SOILS ENGINEERING, INC. Earthwork Specifications Page 2 B. After the removals as delineated in Item II, A above, the exposed surfaces shall be disced or bladed by the Contractor to the satisfaction of the Soil Engineer. The prepared ground surfaces shall then be brought to the specified moisture condition, mixed as required, and compacted and tested as specified. In areas where it is necessary to obtain the approval of the controlling agency, prior to placing fill, it will be the contractor's responsibility to notify the proper authorities. C. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, wells, pipelines or others not located prior to grading are to be removed or treated in a manner prescribed by the Soil Engineer and/or the controlling agency for the project. COMPACTED FELLS A. Any materials imported or excavated on the property may be utilized in the fill, provided each material has been determined to be suitable by the Soil Engineer. Deleterious material not disposed of during clearing or demolition shall be removed from the fill as directed by the Soil Engineer. B. Rock or rock fragments less than eight inches in the largest dimension may be utilized in the fill, provided they are not placed in concentrated pockets and the distribution of the rocks is approved by the Soil Engineer. C. Rocks greater than eight inches in the largest dimension shall be taken offsite, or placed in accordance with the recommendations of the Soil Engineer in areas designated as suitable for rock disposal. D. All fills, including onsite and import materials to be used for fill, shall be tested in the laboratory by the Soil Engineer. Proposed import materials shall be approved prior to importation. E. The fill materials shall be placed by the Contractor in layers that when compacted shall not exceed six inches. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to obtain a near uniform moisture condition and a uniform blend of materials. All compaction shall be achieved at optimum moisture content, or above, as determined by the applicable laboratory standard. No upper limit on the moisture content is necessary; however, the Contractor must achieve the necessary compaction and will be alerted when the material is too wet and compaction cannot be attained. PACIFIC SOILS ENGINEERING, INC. Earthwork Specifications Page 3 F. Where the moisture content of the fill material is below the limit specified by the Soil Engineer, water shall be added and the materials shall be blended until a uniform moisture content, within specified limits, is achieved. Where the moisture content of the fill material is above the limits specified by the Soil Engineer, the fill materials shall be aerated by discing, blading or other satisfactory methods until the moisture content is within the limits specified. G, Each fill layer shall be compacted to minimum project standards, in compliance with the testing methods specified by the controlling governmental agency and in accordance with recommendations of the Soil Engineer. In the absence of specific recommendations by the Soil Engineer to the contrary, the compaction standard shall be ASTM:D 1557-91. H. Where a slope receiving fill exceeds a ratio of five-horizontal to one-vertical, the fill shall be keyed and benched through all unsuitable topsoil, colluviun% alluvium, or creep material, into sound bedrock or firm material, in accordance with the recommendations and approval of the Soil Engineer. L Side hill fills shall have a minimum key width of 15 feet into bedrock or firm materials, unless otherwise specified in the soil report and approved by the Soil Engineer in the field. J. Drainage terraces and subdrainage devices shall be constructed in compliance with the ordinances of the controlling governmental agency and/or with the recommendations of the Soil Engineer and Engineering Geologist. K. The contractor shall be required to maintain the specified minimum relative compaction out to the finish slope face of fill slopes, buttresses, and stabilization fills as directed by the Soil Engineer and/or the governing agency for the project. This may be achieved by either overbuilding the slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment, or by any other procedure which produces the designated result. L. Fill-over-cut slopes shall be properly keyed through topsoil, colluvium or .creep material into rock or firm material; and the transition shall be stripped of all soil or unsuitable materials prior to placing fill. The cut portion should be made and evaluated by the Engineering Geologist prior to placement of fill above. M. Pad areas in natural ground and cut shall be approved by the Soil Engineer. Finished surfaces of these pads may require scarification and recompaction. PACIFIC BOILS ENGINEERING, INC. Earthwork Specifications Page 4 IV. CUT SLOPES A. The Engineering Geologist shall inspect all cut slopes and shall be notified by the Contractor when cut slopes are started, B. If, during the course of grading, unforeseen adverse or potentially adverse geologic conditions are encountered, the Engineering Geologist and Soil Engineer shall investigate, analyze and make recommendations to treat these problems. C. Non-erodible interceptor swales shall be placed at the top of cut slopes that face the same direction as the prevailing drainage. D. Unless otherwise specified in soil and geological reports, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of controlling governmental agencies. E. Drainage terraces shall be constructed in compliance with the ordinances of the controlling governmental agencies, and/or in accordance with the recommendations of the Soil Engineer or Engineering Geologist. V. GRADING CONTROL A. Fill placement shall be observed by the Soil Engineer and/or his representative during the progress of grading. Field density tests shall be made by the Soil Engineer or his representative to evaluate the compaction and moisture compliance of each layer of fill. Density tests shall be performed at intervals not to exceed two feet of fill height. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density determinations shall be taken in the compacted material below the disturbed surface at a depth determined by the Soil Engineer or his representative. B. Where tests indicate that the density of any layer of fill, or portion thereof, is below the required relative compaction, or improper moisture is in evidence, the particular layer or portion shall be reworked until the required density and/or moisture content has been attained. No additional fill shall be placed over an area until the last placed lift of fill has been tested and found to meet the density and moisture requirements and that lift approved by the Soil Engineer. C. Where the work is interrupted by heavy rains, fill operations shall not be resumed until field observations and tests by the Soil Engineer indicate the moisture content and density of the fill are within the limits previously specified. PACIFIC SOILS ENGINEERING, INC. Earthwork Specifications Page 5 D. During construction, the Contractor shall properly grade all surfaces to maintain good drainage and prevent ponding of water. The Contractor shall take remedial measures to control surface water and to prevent erosion of graded area until such time as permanent drainage and erosion control measures have been installed. £. Observation and testing by the Soil Engineer shall be conducted during the filling and compacting operations in order that he will be able to state in his opinion all cut and filled areas are graded in accordance with the approved specifications. F. After completion of grading and after the Soil Engineer and Engineering Geologist have finished their observations of the work, final reports shall be submitted. No further excavation or filling shall be undertaken without prior notification of the Soil Engineer and/or Engineering Geologist. IV. SLOPE PROTECTION All finished cut and fill slopes shall be planted and/or protected from erosion in accordance with the project specifications and/or as recommended by a landscape architect. PACIFIC SOILS ENGINEERING, INC. CANYON SUBDRAIN DETAIL TYPE A PROPOSED COMPACTED FILL ^NATURAL GROUND COLLUVIUM AND ALLUVIUM f REMOVE) .*' DETAIL ALTERNATE "A"(PLAT£ G-2) NOTE-FINAL 20'OF PIPE AT OUTLET SHALL BE NON-PERFORATED TYPE B PROPOSED COMPACTED FILL •NATURAL GROUND COLLUVWM AHD ALLUVIUM (REMOVE) TYPICAL BENCHING BEDROCK SEE DETAIL ALTERNATE "B"(PLATE NOTE:FINAL 2O'OFPlPE AT OUTLET SHALL BE NON-PERFORATED PLATE G-l PACIFIC SOILS ENGINEERING, INC. W.O. DATE CANYON SUBDRAIN ALTERNATE DETAILS ALTERNATE I PIPE AND FILTER MATERIAL € IN FILTER MATERIAL.MIN.VOL. 0?9FT /LIN.FT. A-l 6 IH. 0 ABS OP PVC PIPE Off SUBSTITUTE WITH MIN. 8 PERF., 1/4 IN PER LINEAL FOOT IN BOTTOM HALF Of PIPE. AST* DZrSI,$D* 35 Off ASTM OJOJ*. SDK 35 Oft A$TM DI5Z7, SCHD.4O ASTM 01765, SCHD.40 12 IH.MIH.- 6 /* fy 6 IN.MIN a-/ FOR CONTINUOUS RUN IN EXCESS OfSOO FEET USE 8 tN. G PIPE 6 IH. A-2 ALTERNATE Z FILTER MATERIAL WRAPPED IN FABRIC I IN MAX. GRAVEL WRAPPED IN FILTER FABRIC I IH. MAX.GRAVEL OR APPROVEO EQUIVALENT 9FT /FT. HIRAM MO rtLTER FABRIC Off APPROVED EQUIVALENT (TYPICAL) PROPOSED FINISHED GRADE DETAIL OP CANYON SUBDRAIN TERMINAL FOR ALTERNATES A2 AND B^' NATIVE BACKFILL ISFTUIN I \2OFTMIN. 5 FT urn UIRAFI 140 FILTER FABRIC OR APPROVED EQUIVALENT I IN MAX. OPEN GRADED GRAVEL OR APPROVED EQUIVALENT NON-PERF € IN MIN OVERLAP A-3 PERFCIN. 9UIH PIPE ALTERNATE 3 PERFORATED PIPE SURROUNDED WITH FILTER MATERIAL FILTER MATERIAL 9 FT /FT6 IN MIN COVER 4IN MM BEDDING — PERFORATED PIPE 6 IN. FILTER MATERIAL SIZE PERCENT PASSING too 90-100 40-tOO 2S-4O 19-33 3-/5 O-7 O-3 UN.in.s/e IN, WO. 4 NO. 6 MO. 30 NO. SO NO. ZOO \ (j6 IN.\ i OVERLAP 4 tN. BEDDING B-3 PLATE G-2 PACIFIC SOILS ENGINEERING INC. W.O. DATE Cut Lot W/ LHJ/JMWJ/UM 3 min. Unweothered Bedrock Overexcovate and Recompocl Cut-Fill Lot (Transition) 5 mm. Compacted Fill w////////////////3 n»in. //serfs'y^Overexcovote ond Recompoct Unweothered Bedrock "deeper overexcovotion may be required by the soils engineer in steep cut-fill transition areos PACIFIC SOILS ENGINEERING. INC. W. Q. DATE PLATE G-4 .*f &£0 •» "2*> •$ 70Is *°- * fa.v *>v •» »»91 •> .o. *»^ y =£ t i1 *.0 • cr|-5-8**> i> C"EgT o. E fc O £ '•s » 8§ a « 'I ±* o IP i! uR " = s •»•S o ce c -•&=» ^ -2 cS£B *c •- *- — «»*»«>§ fc. *- Q. ** 1.15 « UJ H Oz 1&te«^.^•^ 3i:«•m IE|°e| OJ o» 1 HH\ vl\\\% v Tf^zfr'$®& \ UJ \\ \ ^ \^» \ 5^^» \^wJp 1 ™ ff-* L O V £ V ^ M \ % \\ ' \ \ ° \ \ *• ^\ ! \l* \ \ '8 \\ \ % \\ \ w» \\ X \\ \ 0- \\\ \c \\ o \\KC \\^0 VI OQ. \^ V— o» /K S« / \ ^ £B / \ NHO1/ \ / JT^/C UO6UJ<1 -1a1-J _< 8.1- SUJ coQ -o H -_J if) i* «"U_ v i/i • O.£ _J o C 1 V> O ZZ X 2 1 of CO tv1 ci, 1*1 \ '\ i ro \ 1 X \ ^\ ^ c^-\ •- •>\ E"°. \ "mST IT** \ *- JCx \ i .H .e\J--L6-. o2O|2^ 1UJENGINE_DATE.w-i O C/) O u_ u 6 2 * I'1 V) QJ O S= o «-o«^fi8= £9-•K tf> C co >Ncoo •o5?B '>3. < "5 O C'£.o (75 IT 3 uo"EutuUJenj o CO u U. O< (L UJs o * Selective Grading Detail for Stabilization Fill Unstable Material Exposed in Portion of Cut Slope /. Subdroins ore not required unless specified. 2. *V" shall be equipment width (15') for slope heights less than 25 feet. For slopes greater than 25fe*t "w" shall be Determined by the project soils engineer/geologist. At no time shot/ "w"be less than H/2. PLATE G-7 PACIFIC SOILS ENGINEERING, INC. W.Q. gs1 I QD\OU) fcl•J-J o ^ 3 *31 §o UJtt k.^ oO ,5 £a O O sto-j6 V) <0 k OQ Uj i O =»•ot>«.oo Ioo 8o tJtso& 'Go ft£« O 8 ROCK DISPOSAL DETAIL CLEAR AREA FOR FOUNDATIONS, UTILITIES AND SWIMMING POOLS.10' or as described by reportk FINISH SLOPE FACE NOTE: IF NECESSARY, OVERSIZED MATERIAL SHOULD BE REMOVED FROM THE IS FOOT ZONE WITH SPECIAL EOUIPMENTtSUCH AS A ROCK RAKE PRIOR TO PLACING THE NEXT FILL LIFT. TYPICAL WINDROW DETAIL (END VIEW) HORIZONTALLY PLACED COMPACTED FILL GRANULAR SOIL FLOODED TO FILL VOIDS NOTE: COMPACTED FILL SHALL B£ BROUGHT UP AT A HIGHER ELEVATION ALONG WINDROW SOGRANULAR SOIL CAN BE FLOODED IN A "TRENCH CONDITION". PROFILE VIEW PLATE G-IO PACIFIC SOILS ENGINEERING, INC. W.O. DATE •65 «» c5 *> .O£«>•£?$£ £*> ^UjS oS w € 5 t; * -1$^0 t -s w g-o 2 1€ e vo « ° S? 5"to £ <•> b o C0 fel £P ^ fc^5! ssI- 8 D5§ 1Uj ^36v> oC PACIFIC VIEW DEVELOPMENT Carlsbad Climate Zone 7 Hermosa Homes Plans for this project have been reviewed. The following Title 24 energy report demonstrates compliance with California's Title 24 energy code for new residential projects. Mark Gallant, CEPE Compliance Method - MICRO PAS v5.1 August 1, 2000 Haynal and Company, Inc. 425 W. 5th Ave, Ste. 201 Escondido, CA 92025 (760) 743-5408 Contractor's License #649028 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. J[he City will jnotjssue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: 1 la 1/uuA) Number of New Dwelling Units Square Feet of Living Area in New Dwelling O 5 5 / 5 jr* Square Feet of Living Area in SDU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information:Date: WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave. Carlsbad CA 92009 (729-9291) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200) Encinitas Untcm Guliool Btsfaict 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) San Dieguito Union High School District 710EncinitasBlvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature:Date: 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (760) 602-27OO • FAX (76O) 6O2-856O Revised 4/20/00 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s))************************************************* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issxie building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE Assistant Superintendent4tMtae9»~ ^&U**+*ts /^^ feman / p ——— r?irTr\"~r\ !!"*•'/• J O-L i n- i • . NAME OF SCHOOL DISTRICT on,"-.' :i73' D:SlfiC* cJl i.--" /'..'r.^uo DATE • ^. /.- /. - Caflsbad' ^foraia 92008 PHONE NUMBER