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Home My WebLink About1355 CHESTNUT AVE; ; CB004802; Permit09-10-2001 Job Address: Perm it Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No:GB004802 Building Inspection Request Line (760) 602-2725 1355 CHESTNUT AV CBAD RESDNTL Sub Type: SFD Lot #: 0 $280,359.50 Construction Type: VN 6 Reference #: 1 Structure Type: SFD 5 Bathrooms: 4 NEW SINGLE FAMILY RESIDENCE SFD 3219 SF.GAR 600 SF, COV ENTRY 164 SF Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check*: ISSUED 12/19/2000 JM 09/10/2001 09/10/2001 Applicant: PLEIN BOB 202 2541 STATE STREET CARLSBAD CA 92008 760-729-7964 Owner: 9422 09/10/01 0002 01 02 CGP 25114-70 Total Fees: $25,930.18 Total Payments To Date: $815.48 Balance Due: $25,114.70 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 $1,254.58 Meter Size $0.00 - Add'l Reel. Water Con. Fee $815.48 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $28.04 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 $5,102.54 $4,710.04 $0.00 $0.00 $432.00 $488.00 $0.00 $203.00 $60.00 $63.50 $0.00 $4,515.00 $0.00 $1,959.00 $193.00 $25,930.18 Inspector: FINAL APPROVAL Date: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 capactiy 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 previously been given a NOTICE similar 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 11 PRffllCplNlilMATIpN FOR OFFICE USE OIML PLAN CHECK NO._L 7 /X^vQ.EST. VAL. Plan Ck. Depjasit Validated Date ddress (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number /•Total # ofiunits'J_L ^j£- £§-48Assessor's Parcel #Existing Use Proposed Use" Description of Work SQ. FT.#of Stories # of Bedrooms 2. _ CONTACT erent from applicant) # of Bathrooms -\\pO- Name 3.- APPLICANT Address Contractor Q Agent for Contractor Q'Owner City | Agent for Owner State/Zip Telephone #Fax # Name 4.f PRPPERTY OWNER Address City State/Zip State/Zip Telephone # Telephone # ^•WfeH Name Address S. CONTRACTOR - COMPANY NAME : (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 [$500]). >oV . Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone . I <H Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: f~l I 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. Lo~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and pojicy number are: Insurance Company VcSJ»-Vg&'v' V^K'Vu**<^ vy^U—. Po|icy NO. "^APOOkVAXy? — OOV Expiration Date_ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) d 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 dollars ($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 7. OWNER-BUILDER DECLARATION .*-... 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 improve for 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). [~l 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. l~l YES [~|NO 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 COMPLETE THIS SECTION FOB NON-RESIDENTIAL BUILDING PERMITS ONLY 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? D YES d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? t~l YES f~l NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES n 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. 8. CdNlMPliOlliNiiiHGENCY -' " 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 ^^S^^^ Cfrrsjrv . ^4C- LENDER-S ADDRESS 9.<*WO~i:V-'APPLICANT CERTIFICATION 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 CitV 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 if 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). / /I . DATE I JI %/'v'Uo'3APPLICANT'S SIGNATURE WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Plan Check #: Permit^: CB004802 Project Name: NEW SINGLE FAMILY RESIDENCE SFD 3219 SF.GAR 600 SF, COV ENTRY 164 SF Address: 1355 CHESTNUT AV Contact Person: JOHN LEE Phone: 7604197879 Sewer Dist: Water Dist: Inspected" By: .ffj-f/d Inspected Bv: Inspected Bv: Date c£2*v/£5 Inspected: t^/2,'//^Z- Date Inspected: Date Inspected: Lite Fire Date: 04/22/2002 Permit Type: RESDNTL Sub Type: SFD Lot: 0 Approved: -i^~~~ Disapproved: Approved: Disapproved: Approved: Disapproved: Comments: Inspection List Permit*: CB004802 Type: RESDNTL SFD Date Inspection Item Inspector Act 04/30/2002 89 04/30/2002 89 04/26/2002 89 04/25/2002 19 04/25/2002 29 04/25/2002 39 04/25/2002 49 04/25/2002 89 04/22/2002 89 04/22/2002 89 02/05/2002 82 01/30/2002 16 01/30/2002 24 01/29/2002 14 01/29/2002 16 01/29/2002 24 01/29/2002 34 01/29/2002 44 01/23/2002 16 01/17/200284 01/15/2002 84 12/12/2001 13 11/28/2001 13 10/15/2001 22 10/12/2001 22 10/05/2001 11 10/05/2001 12 09/28/2001 21 09/28/2001 22 09/20/2001 21 09/20/2001 22 Final Combo Final Combo Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Final Combo Final Combo Final Combo Drywall/Ext Lath/Gas Test Insulation Rough/Topout Frame/Steel/Bolting/Weldin Insulation Rough/Topout Rough Electric Rough/Ducts/Dampers Insulation Rough Combo Rough Combo Shear Panels/HD's Shear Panels/HD's Sewer/Water Service Sewer/Water Service Ftg/Foundation/Piers Steel/Bond Beam Underground/Under Floor Sewer/Water Service Underground/Under Floor Sewer/Water Service RGB . RGB RGB RGB RGB RGB - - RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB NF PD RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB AP Rl NR we we CO we Rl Rl NR AP AP AP AP CO CO AP AP NR CO NR AP AP AP NR AP AP AP we AP we NEW SINGLE FAMILY RESIDENCE SFD 3219 SF.GAR 600 SF, COV ENTRY 16 Comments FINAL-ALL THREE SIGS ARE ON CARD - GMR LATE AM PLEASE - METER SET INSPECTION CUT WIRE IN BATHROOM - DID NOT WALK HOUSE EMR AM PLEASE AMPLEASE NO SIGNATURES ON CARD O.K. TO DRYWALL T.P. PENETRATIONS IN GARAGE (SEAL) CW BOND NOT CONNECTED OK TO COVER OK TO POUR OK TO COVER Wednesday, May 01, 2002 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 04/30/2002 Permit# CB004802 Title: NEW SINGLE FAMILY RESIDENCE Description: SFD 3219 SF.GAR 600 SF, COV ENTRY 164 SF Inspector Assignment: RGB 1355 CHESTNUT AV Lot 0 Type:RESDNTL Sub Type: SFD Job Address: Suite: Location: APPLICANT PLEINBOB Owner: Remarks: LATE AM PLEASE - Phone: 7604197879 Inspector: /f C /-> Total Time:Requested By: JOHN CD 19 29 39 49 Entered By: CHRISTINE Description Act Comments Final Structural $' JTASA^X " cLt&- •£/vl££- ^<-^YLfJ^jz<i^ CL^U^ Final Plumbing Final Electrical Final Mechanical &*>**- i&dL/i-di ~~ (y'T'l i\ / Associated PCRs PCR02029 PENDING Inspection History Date 04/26/2002 04/25/2002 04/25/2002 04/25/2002 04/25/2002 04/22/2002 02/05/2002 01/30/2002 01/30/2002 01/29/2002 01/29/2002 01/29/2002 01/29/2002 01/29/2002 01/23/2002 01/17/2002 Description 89 19 29 39 49 89 82 16 24 14 16 24 34 44 1.6 84 Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Final Combo Drywall/Ext Lath/Gas Test Insulation Rough/Topout Frame/Steel/Bolting/Welding Insulation Rough/Topout Rough Electric Rough/Ducts/Dampers Insulation Rough Combo Act NR we we CO we NR AP AP AP AP CO CO AP AP NR CO Insp RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC NF Comments CUT WIRE IN BATHROOM - DID NOT WALK HOUSE EMR NO SIGNATURES ON CARD O.K. TO DRYWALL T.P. PENETRATIONS IN GARAGE (SEAL) CW BOND NOT CONNECTED City of Carlsbad Bldg Inspection Request For: 01/29/2002 Permit# CB004802 Title: NEW SINGLE FAMILY RESIDENCE Description: SFD 3219 SF.GAR 600 SF, COV ENTRY 164 SF Inspector Assignment: RGB Sub Type: SFD 1355 CHESTNUT AV Lot 0 Type: RESDNTL Job Address: Suite: Location: APPLICANT PLEIN BOB Owner: Remarks: EARLY AM PLEASE - FUNERAL AT 11AM Phone: 7605184546 Inspector: /\ Cr? Total Time:Requested By: KIM Entered By: CHRISTINE CD Description Act Comments £.0 6«Osiffrt&SA/G-£0 (.C~f*J. y^Vxn^Z" x^Tj^X/ 3V J-{o\j(rk\ ZLZCTftiC- frf Associated PCRs PCR02029 PENDING Inspection History Date 01/23/2002 01/17/2002 01/15/2002 12/12/2001 11/28/2001 10/15/2001 10/12/2001 10/05/2001 10/05/2001 09/28/2001 09/28/2001 09/20/2001 09/20/2001 Description 16 Insulation 84 Rough Combo 84 Rough Combo 13 Shear Panels/HD's 13 Shear Panels/HD's 22 Sewer/Water Service 22 Sewer/Water Service 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 21 Underground/Under Floor 22 Sewer/Water Service 21 Underground/Under Floor 22 Sewer/Water Service Act NR CO NR AP AP AP NR AP AP AP we AP we Insp RC NF PD RC RC RC RC RC RC RC RC RC RC Comments OK TO COVER OK TO POUR OK TO COVER CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE y / LOCATION / PERMIT NO. (760) 602-2700 1635 FARADAY AVENUE TIME /yt^Csshs-ijt»s**£{ FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT ' ' YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER © PACIFIC SOILS ENGINEERING, INC. 7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 921 1 1 TELEPHONE: (619) 560-1713 NOTICE OF EXCAVATION INSPECTION JOB /u : f(-/t/ /WCfRK ORDER NO: f-// / >}' _ REF. WORK ORDER NO.: . • ff f? /2 ffl&$ AOWNER OR DATE INSPECTED:.4/ TYPE OF EXCAVATIONS: CONTINUOUS FOOTING V- SPREAD FOOTING. ' /? .-• it ''• rAISSQN .FRICTION PILE SWIMMING POOI f ' '~ fetHER. DESCRIPTION OF EXCAVATIONS COVERED BY THIS NOTICE: ', 2.3-f. f /A) A\/ /f L i.. *•/ tr -/.A^tr ./-- noND.T.OMSnFAPPRnvA.SO//. The undersigned has inspected the excavations listed above on the referenced property and same were excavated in accord- ance with our recommendations in the preliminary foundation report and the Building Code of the PACIFJC SOILS ENGINf£RING, INC. "I/?/./ • •/ /jr //™:/f^J&/f/Lm/4/sr. e f.f- SIGNATURED / """ DISTR: (1) Office (2) Inspector (3) Project Form 79 DAILY FIELD ENGINEERING REPORT PACIFIC SOILS ENGINEERING, INC. Client:Work Order: Clients Representative:Tract No.Date; Project Name:Day; "7/^ Project Location:Weather Conditions: Contractor; fluff<£jU Approximate Fill Yardage ; Type and Number of Rigs in Operation: Description of Project Activities://J .77O/U Site Visitors / Firm: TECHNICIAN HOURS BILLED TO PROJECT Field . o Office Page /of / For Pacific Soils Engineering, Inc. Received by: dafldrpt.sam EsGil Corporation In Partnership with Government for Building Safety DATE: 05/11/O1 a AEEH§ANT JURIg, JURISDICTION: Carlsbad Q PLAN REVIEWER U FILE PLAN CHECK NO.: 00-4802 SET: II PROJECT ADDRESS: MS. Map #00-06 Parcel 4 PROJECT NAME: Chestnuts Homes (Units A & B) XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 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. 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: '"" By: Kal Tumalieh Enclosures: Esgil Corporation D GA D MB D EJ D PC LOG trnsmtl.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: 01/04/01 a APPLICANT .^-a-JijRis. "5 JURISDICTION: Carlsbad ^Q-PtAirREVlEWER a FILE PLAN CHECK NO.: 00-4802 SET: I PROJECT ADDRESS: MS. Map #00-06 Parcel 4 PROJECT NAME: Chestnuts Homes (Units A & B) I I 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. 2Sl 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. X] 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. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bob (V.AA.) Telephone #: (760) 729-7964 Date contacted: t-8-<?i (by: p**,) Fax #: Mail ^ Telephone^ Fax c^ In Person D REMARKS: By: Kal Tumalieh Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/21/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 00-4802 O1/04/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 00-4802 JURISDICTION: Carlsbad PROJECT ADDRESS: MS. Map #00-06 Parcel 4 STORIES: One HEIGHT: 19 Ft. (App. per UBC) REMARKS: FLOOR AREA: Dwelling (3219) Garage (600), Porch (75), Covered Entry (164) DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 01/04/01 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/21/00 PLAN REVIEWER: Kal Tumalieh 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 model codes: 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 00-4802 O1/04/O1 • 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). 2 Show on plans the required building setback from top/toe of the slope per UBC (Sectionl806.5) and Figure 18-1-1. Where applicable. 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. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. 6. Show location of windows R and S on floor plan for plan B. 7. Provide separate floor plan for each plan A and B. If plan A is identical to plan B the state that floor plan is for plan A and B on sheet 2. Carlsbad OO-4802 O1/04/01 8. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. Provide calculation. 9. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 3-B, Section 302.4. Extend wall framing and 5/8" type " X " gyp, board to roof diaphragm between garage and dwelling (apply 5/8 " Gyp. Board from mudsill to roof diaphragm) or provide 2 layers of 5/8" type "X" Gyp. Boards on ceiling per UBC table 7-C Item 21. 10. Cross-reference all building sections shown on page 9 to floor plan. • MECHANICAL (UNIFORM MECHANICAL CODE) 11. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: • Manufacturer's name. • Model name/number. • ICBO approval number, or equal. • STRUCTURAL • Note: The structural calculation is not submitted. Please provide two sets on structural calculations. The follow are only sample corrections. Additional corrections may follow. 12. 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: • The building pad was prepared in accordance with the soils report, • The utility trenches have been properly backfilled and compacted, and • The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 13. Note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. 14. Note: The structural calculation is not submitted. Please provide two sets on structural calculations. The follow are only sample corrections . additional corrections may follow. 15. Specify the slab on grade thickness and reinforcement on plans per soil report. 16. Justify the dead load used in design of roof trusses top chords. Carlsbad 00-48O2 01/04/O1 17. Provide truss layout for unit A. It appears that the layout shown on manufacturer roof truss package applies to unit B only. 18. Project engineer of record to review manufacturer roof truss drawings. Additional corrections may follow. 19. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. 20. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). 21. Per UBC Section 2321.4, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: • Identity of the company manufacturing the truss. • The design load. • The spacing of the trusses." 22. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. Provide calculation for all headers with span more than 4 feet. 23. Lateral design is not submitted. Provide complete two sets of structural calculation. The following are only sample corrections. Additional corrections may follow. 24. In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-ll-G. 25. Provide a complete shear wall schedule on plans. Shear wall schedule is not found. 26. Provide general notes and specifications, for example for concrete and wood. CITY OF CARLSBAD SPECIAL REQUIREMENTS: 1 For gas piping under slabs that serve kitchen island cooktops, see Policy 91-46 for special sleeve and clean-out requirements. 2 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). Carlsbad 00-4802 01/04/01 3 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 a 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 00-4802 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: G Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI G High Strength Bolting D Prestressed Concrete G Expansion/Epoxy Anchors n Structural Masonry G Sprayed-On Fireproofing G Designer Specified G 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 00-4802 01/04/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4802 PREPARED BY: Kal Tumalieh DATE: 01/04/01 BUILDING ADDRESS: MS. Map #00-06 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 I! Valuation ( Sq. Ft.) Multiplier 3219 600 75 164 cb City Est. Bldg. Permit Fee by Ordinance v Reg. Mod. VALUE ($) 280,359 280,359 $1,254.58 Plan Check Fee by Ordinance Type of Review: Repetitive Fee Repeats Complete Review D Other D Hourly Structural Only Hour(s) * Esgil Plan Review Fee $815.47 $163.09 Comments: Identical to plan check 00-4801 Sheet 1 of 1 macvalue.doc DATE: City of Carlsbad ' ^ V^^^V^BVl^HSVVV^HHVVH^^H^^VQHiH^^^HHBHU^H^BBHBPublic Works — Engineering BUILDING PLANCHECK CHECKLIST /~~ f- BUILDING ADDRESS ~/O3O LANCHECKNO.: CB PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:Q 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 submittal; 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. Ok Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please seeA-tfie) attached report of deficiencies marked witr/D. .Wake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this officHuo review. By: By. FOR OFFICIAL USE ONLY NGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: tf' ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist v and Information Sheet U Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 . CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: J A-4 CA 9200S|-7314 • (760) 602-2720 • FAX (760) 602*85®® BUILDING PLANCHECK CHECKLIST SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North Arrow & Proposed Structures Street Improvements Lines Easements -FT Right-of-Way Width & Adjacent Streets ^^^Driveway widths Existing or proposed sewer Existing or proposed water _>k-"~Existing or proposed irrigation service O D 2- Show on site plan: A. 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." B. Existing & Proposed Slopes and Topography C. 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. D. Sewer and water laterals should not be located within proposed driveways, per standards. Q 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:\WORD\DOCS\CHKLST\Buiklin9 Planctxx* Cklsl Form (Genenc).doc BUILDING PLANCHECK CHECKLIST nST 2ND 3rd ISCRETIONARY APPROVAL COMPLIANCE 4a. Project does ncjj comply with the following Engineering^ondjtions of approval for Project D 5. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS Dedication 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 Yzn 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 the 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 H:\WORD\DOCS\CHKLST\BuiWing Plancheck Cklst Form (RIDDLE • HARVEY M2-00).doc BUILDING PLANCHECK CHECKLIST ST 3rd D D D 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: 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. D D D Neighborhood Improvement Agreement will include the following: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 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. 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 approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCS\CHKLST\Building Plancheck Cklst Form (RIDDLE - HARVEY 7-12-OOt.doc 1ST 2ND D n 3RD D D D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. ISCELLANEOUS PERMITS 8. 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: /Al&£/L ^ C^t fa ana a a ana 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: 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 first. 11. l4jR@cn*trea fees are attached Q No fees required WATER METER REVIEW 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. H-\WORDVDOCS\CHKLST\BuiMing Plancheck CMst Form (Genetic).<loc BUILDING PLANCHECK CHECKLIST ST RD ODD • 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 H:\WORUOOCS\CHKLSTvBulMiHB Plancheck CWst Form (Genwic).doc BUILDING PLANCHECK CHECKLIST -ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D EH 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: H:\WORD\DOCS\CHKLST\Buclding Plancheck Cklsl Form (Generfc).doc D D EIMGIIMEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: Prepared by: Bldg. Permit No. Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: ^Slb Sq. Ft./Units: / ,] . Sq. Ft./Units:Types of Use: APT CALCULATIONSi List types and square footages for all uses. Types of Use: <&' 0 Sq. Ft./Units: 1 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) D NO D 1! PARfc-t-fthLIEU FEE PARK AREA/-?n/FE^fNIT:_ & #: / D 2. TRAFFIC IMPACT FEE ADT •AU i rtt . 's^NTTsX / NO. UNITS FEE/ADT: J ../Trt D D D D v> — ^ ' 3. BRIDGE AND THOROUGHFARE FEE ADT's/UNITS: 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: f BENEFIT AREA: EDU's: 6. SEWER LATERAL ($2,500) (DIST. #1 DIST. #2 DIST. #3 ) ~~\ ; X FEE/ADT: -$ C^ ZONE: X FEE/SQ.FT./UNIT: -$ Sf /*^~^~ ^\ f <Z>\ (~tf 1 &\ (~**l • V/ FE^/EDUV« ^^ / -$ / J-> ^ X FEE/EDU: -$ C^i = $ & D 7. DRAINAGE FEES PLDA_ ACRES: HIGH /LOW X FEE/AC: D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FE IRRIGATION Word\Docs\Misforms\Fee Calculation Worksheet Iof2 Rev. 7/14/00 r A 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 Word\Docs\Misforms\Fee Calculation Worksheet Rev. 7/14/00 4178 ENG. INSPECTIONS CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR PROJECT GRADING PERMIT NO LOTS REQUESTED FOR _ N/A = NOT APPLICABLE V = COMPLETE 0 «INCOMPLETE OR UNACCEPTABLE 1st f- IS* t^ t^ f ^i^ W I/ 2nd. 1. Site access to requested tots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public 4. Letter of request for partial release submitted. 5. 8 yff X11' site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted, 7. Engineer of Work certification of work done and pad elevations. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist ^ 9. Fire hydrants within 500 feet of building combustibles and all weather roads access to site. Partial release of grading for the above stated lots is approved for (he purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permrt process. Partial release of the site is denied for the following reasons: Construction Manager Date •>. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB M.^02. Planner Greg Fisher_ APN: £DS- a\o~o°v Address Phone (760) 602-4629 Type of Project & Use: 3T- Zoning: fe-~\ General Plan: Net Project Density: _ Facilities Management Zone: DU/AC CFD fin/nut) #_ Circle One .Date of participation:Remaining net dev acres: (For non-residential development: Type of land used created by this permit: • ) Legend: X Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: . Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ' Discretionary Action Required: APPROVAL/PESO. NO. PROJECT NO. YES __ NO DATE TYPE jYj_60p-Ob n. CM OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES N0_ 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 #: Foliow-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\BldgPlnchkRevChklst $D Inclusionary Housing Fee required: YES ]H NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES jO NO ^(A/P/D's, Activity Maintenance*,'enter CB#, toolbar. Screens, Housing,Fees', Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: P ' ^ » - --,-. 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements,,existing and proposed structures, streets, existing street improvements, rig'h't-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: Q] O 1 • Setbacks: Front: Interior Side: Street Side: Rear: •HH I | 2. Accessory structure Street Side:^ Rear: Structure separation | || | 3. Lot Coverage: Required 9\0 Required | O Required Required &t setbacks: Required Required Required Required : Required Required H Shown 4^ ••'c& r Shown IO f Shown 3 f Shown AS" ' Shown Shown Shown Shown Shown Q/O Shown (•??£> ~°7 O 4. Height:Required Shown 5. Parking: Spaces Required <?<- CO^V Shown Guest Spaces Required . Shown Additional Comments Q&JCOJL_Q ^ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst It ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 JOB NO. DATE SH. _ OF_ (O A 1 A COMMERCIAL • RESIDENTIAL • ROOM ADDITIONS • • COMPETITIVE PRICES* FREE AND PROMPT ESTIMATES Specializing in roof and floor trusses 2847 INDUSTRY STREET OCEANSIDE, CA. 92054 ICBO # AA-513 722 -7696 FAX (760) 722 - 0438 •~*fOOJCDdoI<jID(UCD>-CDLUQ_>~ ~ ra OJ c=o o. c_<_JinOJCD >- CZ) _uZL 1— 1— JLuLu1CJDT.CD— •U_5 I l_i_ Lu -eltj U_CJ ,_, LU -* LOOJcncnCDCOicCDH-CDg CXJOJ cncn ccCD V) CD-=* CL_rci_^2 § UJ LLJ § S ^_^ ui CCLULu-*xccccUJccCDCLt_JZC m r-- cn cn CD cn cc ccLU LO LU^ • i — ^: co i — :*:<-> LU CJ UJ U_ CJ•< -<£-<: cj -<t -<c~= CC -D CJ CC -PCD — 1 CC CD CC O^ — I CD CLLU^: c_j f~t \\\ -y-UJ i i ~2L i — i "Z. 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CI.CVCI.O.CL tJtsusTZ^zai fe ty s ^ ^' ^' ^ ^E FORNIA LUMBER INSPECTION SERVICE March 22,2000 Too Who It May Concern, Structural Truss. Sincerely, William J. Butler CORPORATE HEADQUARTERS P.O. Box 6989 San Jose, CA 95150 FAY BRANCH OFRCES Los Angeles (714) 962-9994 Oregon CampuTrus. Inc. Manufacturing • Engineering • Computer Systems 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 instated 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 loads 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 copy of which will be furnished by CompuTrus upon request. GENERAL NOTES, unless otherwise noted: I. Design to support loads as shown. (2) Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-0" ox. 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. 6. 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 II. 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 chords not required, provided the chord members are braced throughout their length by continuous sheathing. STRUCTURAL TRUSS INC CERTIFIED INSPECTION IN STRICT ACCORDANCE WTTHU.B.C.2311.6 PREFABRICATED «•/ No. 29017 0 EXP. 3/31/03 *in iI-wr Iy;in (u (M«4 *4I IDL>- I N> •" ft)M Irt i- 1- a w <va B EM -< -<• HU D"3 "5 a a a o m ri IO i inOJ i -• 90 U. U.; ui w _jCA b C: S „ e «i u z o in,5 S S5 ''I 3 . , a c (S D n j O S Bj? f> m• • i i85., _,O 13 u. U.U. h. • •BSS2,J -I O O-I K I I X X X X o a.U W -!Oo (\i n uc a.trt ., c § ul •M IU ' S! 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M CO X o3CO ^» mCOo<oT«CO IB •*• CO M CM ^ X OO f^CD*~ib«0^CO i- ?- IO CM CO X o 3 M b«CMr-003bco CM 09 O D O CM X 3 rCM isi V /M u. ~* u.UJ n U QJo *: v: o I VI UJ Eo g MUlo •r. «N VI +<J«-l o IIIO\ r- v?i« o\ «*it^ «-• M3 M n n UJ i ui ?T S" — Q- • u a Z «o to c,j Q O V cb co O (O Ulo O CM ui"=d < Ulu. Q a •c u IO O zu» GEOTECHNICAL FOUNDATION INVESTIGATION CHESTNUT PROPERTY APN 205-210-09-00 CITY OF CARLSBAD, CA For: HERMOSA CONSTRUCTION COMPANY JULY 26, 2000 By: PACIFIC SOILS ENGINEERING, INC. San Diego, CA (Work Order 400739) Work Order 400739 July 26, 2000 TABLE OF CONTENTS Page INTRODUCTION 1 1.0 SCOPE OF WORK 1 2.0 SITE DESCRIPTION 2 3.0 PROPOSED CONSTRUCTION 2 4.0 GEOLOGIC SUMMARY 3 Table A - UBC (1997) Seismic Parameters 4 5.0 SITE PREPARATION AND COMPACTION 4 5.1 Unsuitable Soil Removals 4 5.2 Existing Site Improvements 5 5.3 Grading Compliance 5 5.4 Site Preparation 5 5.5 Removal Excavation Treatment 5 5.6 Building Pad Overexcavation 6 5.7 Compacted Fill Placement 6 5.8 Soil Material Suitability 6 5.9 Soil Expansion Characteristics 6 5.10 Import Soils 7 5.11 Compaction Testing 7 6.0 PRELIMINARY FOUNDATION DESIGN CRITERIA 7 6.10 Preliminary Foundation Design Criteria 7 6.2 Preliminary Conventional Slab-On-Grade Foundation System 8 Table B - Conventional Foundation Design Parameters 6.3 Retaining Walls 8 PACIFIC SOILS ENGINEERING, INC. Work Order 400739 July 26, 2000 TABLE OF CONTENTS cont. Page 6.3.1 Lateral Earth Pressure Coefficients 8 6.3.2 Other Design Considerations 9 6.3.3 Waterproofing and Drainage Systems 9 6.3.4 Other Appurtenances 9 7.0 OTHER DESIGN AND CONSTRUCTION CONSIDERATIONS 9 APPENDIX: REFERENCES LABORATORY ANALYSES PLATE A- UNIFIED SOILS CLASSIFICATION SYSTEM TABLE I - LOGS OF TEST PITS TABLE II - SUMMARY OF LABORATORY TEST DATA PLATES B-1 AND B-2 - DIRECT SHEAR TEST DATA PLATES C-1 THROUGH C-5 - CHEMICAL ANALYSES (By Others) EARTHWORK SPECIFICATIONS PLATES G-1 THROUGH G-11 -GRADING DETAILS POCKET ENCLOSURE: SHEET 1 OF 1 - TENTATIVE PARCEL MAP PACIFIC SOILS ENGINEERING, INC. 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 July 26, 2000 Work Order 400739 Attention: Mr. Bob Plein Subject: Geotechnical Foundation Investigation for the Chestnut Property, APN 205-210-09-00, in the City of Carlsbad, California References: See Appendix Gentlemen: Presented herein is Pacific Soils Engineering, Inc.'s (PSE) geotechnical foundation evaluation for the Chestnut property, APN 205-210-09-00, located in the City of Carlsbad, California. This work was performed in accordance with our proposal dated June 27, 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 31OE backhoe with 24 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: (714) 730-2122 FAX: (714) 220-9589 FAX: (714) 220-9589 FAX: (909) 676-1879 FAX: (714) 730-5191 Work Order 400739 Page 2 July 26, 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 vacant 1.44 acre parcel is relatively flat with drainage by sheet flow to exist- ing paved streets and associated storm drains. Currently the parcel supports a strawberry farming operation. Existing homes are located to the south, east and west. The intersection of Chestnut Avenue and Spanish Way form the north boundary (Sheet 1). 3.0 PROPOSED CONSTRUCTION It is assumed that mass grading techniques will be utilized to create building pads, driveways and surface drainage improvements for support of four (4) resi- dential structures to the grades reflected on enclosed Sheet 1 of 1. It is expected that design cut/fill volumes will entail approximately 3,400 cubic yards of material. It is also understood that the proposed residential wood frame structures will be PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 3 July 26, 2000 supported by a slab-on-grade foundation system with shallow foundation ele- ments. Foundation plans should be reviewed for conformance to PSE's recom- mendations prior to construction. 4.0 GEOLOGIC SUMMARY Although no existing site specific proprietary geotechnical reports were available for PSE's review, published data (Tan and Kennedy, 1996) indicates the site is underlain by terrace deposits of the Quaternary-age Lindavista Formation. Typi- cally, the Lindavista Formation consists of brown to reddish brown, silty to clayey sands. Tan and Kennedy indicates Santiago Formation cropping out one-half (0.5) of a mile southwest of the site at the Agua Hedionda Lagoon and it is likely that Santiago bedrock 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, liquefac- tion potential is very low. Ground shaking from large seismic events generated along offsite faults is possible, as with most areas in the seismically active south- ern California area. For structural design purposes, the parameters presented 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 400739 July 26, 2000 Page 4 TABLE A UBC (1997) Seismic Parameters Soil Profile Type Ca Cv Na Nv 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 conditions develop near finish grade surface, additional measures, such as the combination 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 re- quire deeper removals and will depend upon conditions encountered dur- ing grading operations. Removal and recompaction should be accomplished for the three backhoe trenches (TP-1 through TP-3) excavated for this study. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 5 July 26, 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 may exist on the site along Chestnut Avenue. Additionally, residential structures exist on three 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 attached 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 tech- nician^) 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 ENGINEERING, INC. Work Order 400739 Page 6 July 26, 2000 5.6 Building Pad Overexcavation Where design grades and/or remedial grading creates a cut/fill transition on a building pad, the cut and shallow fill portions of the pad shall be overexcavated to provide a minimum compacted fill thickness of three (3) feet. Additionally, the undercut shall slope away from the pad a minimum of one (1) percent toward deeper fill areas in order to mitigate perching of subsurface water. 5.7 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. 5.8 Soil Material Suitability Excavated materials, which are approved by the soil engineer, may be utilized in compacted fill provided that trash, vegetation and other deleteri- ous materials are removed prior to placement. 5.9 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. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 7 July 26, 2000 5.10 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. 5.11 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. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 8 July 26, 2000 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 Ibs./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. 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 Ka = 0.31 Kp = 3.25 K0 = 0.47 Equivalent fluid pressures can be calculated utilizing a soil unit weight of y = 125 Ibs./ft.3. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 July 26, 2000 TABLE B CONVENTIONAL FOUNDATION DESIGN PARAMETERS Expansion Potential Soil Category Very Low to Low \ Footing Death 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 Footing Reinforcement One-Story Two-Story Slab Thickness Slab Reinforcement Under-Slab Requirement Slab Subqrade Moisture 12 inches 15 inches Two No. 4 rebars, one (1) on top, one (1) on bottom. Two No. 4 rebars, one (1) on top, one (1) on bottom. 4 inches (actual) No. 3 rebar 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 400739 Page 9 July 26, 2000 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 1.8 inches. Drainage systems including, as a minimum, a four (4) inch diameter perforated 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. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 10 July 26, 2000 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 deter- mined after grading is complete, when the final distribution of onsite mate- rial is known. Preliminary chemical analyses are presented on Plates C-1 through C-5. Specific recommendations with respect to concrete specifi- cations and cathodic protection should be determined by a corrosion engi- neer. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 July 26, 2000 Page 11 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. Respectfully submijtte^7 PACIFIC A By:. CAMERON Civil Engineer CHANEY, GE ?314 Bering Manager Vi . HANSON, CEG 990 sident Dist: (6) Addressee CER/JAC/JAH:KR/0000 CERTIFIED ENGINEERING GEOLOGIST EXP. 1/31/01 PACIFIC SOILS ENGINEERING, INC. APPENDIX Work Order 400739 July 26, 2000 REFERENCES ICBO, 1997, Uniform Building Code, Whittier, California: International Conference of Building Officials, 3 volumes. Tan, S. S., and Kennedy, M. P., 1996, Geologic maps of the northwestern part of San Diego County, California: California Division of Mines and Geology, open file re- port 96-02. PACIFIC SOILS ENGINEERING, INC. UNIFIED SOIL CLASSIFICATION SYSTEM FIELD IDENTIFICATION PROCEDURESMAJOR DIVISIONS jROUP YMBOLS TYPICAL NAMES I €§ I s|8 £ hi I I ! o c: f ^S • <> e. 'fe3 " Is* t !^* -oGM If*u GW WeH-groded grovels, gravel sond matures, littlt or no fines Wide range gran sizes and substantial amounts of oil intermediate particle sizes GP Poorly-grod«d grovels, grovel-sond miitures, little or no fines Predominately one sue or o range of fires with tome intermediate sizes missing Silly gravels, grovel-sond-silt mixtures Nonplostic fines or fines with low plasticity (for identi- procedures ue ML below) GC Clayey grovels, grovel-sond-silt mixtures Plastic fines (for identification procedures se« CU below) sw Well-graded sands, gravelly sands, little or no fines Wide range in groin sizes and substantial amounts of oil intermediate particle sizes SP Poorly - graded sands, gravelly sands, little or no fines Predominately one size or a range of sizes with some intermediate sizes missing Silly sands, sand-silt miitures fines or fines with low plasticity (for identification procedures see ML below) sc Clayey sands, sand-clay miitures Plastic fines (for identification procedures see CL below) IDENTIFICATION PROCEDURES on fraction smaller than No 40 sieve sue Dry Strength (crushing Characteristics) I tl 1/7 ML Inorganic sills and fine sands, rock flour silly or clayey fine sands or clayey silts with slight plasticity None to slight CL targonic days of low to medium plasticity, gravelly clays, sandy cloys, silty clays, lean cloys Medium to high OL Orgonic sflts ond organic silty clays of tow plasticity Slight tomedium MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts Slight to medium CH Inorganic cloys of high plasticity, fat clays High 10 »«ryhigh OH Organic clays of medium to high plasticity, organic silts Medium to high Oilatoncy (reaction to shaking) Quick to sbw None to verystow Stow Stow to none Nona None to verystow Toughness (consistency neor PL) None Medium Slight tomedium Slight to medium High Slight to medium HIGHLY ORGANIC SOILS PI Peat and olner highly organic soils Readily Identified by color, odor, spongy, reel and frequently by fibrous teiture BOUNDARY CLASSIFICATIONS Sah posstumg cnorocttristict 01 hn »oups ore tfeuanaled by Kmbnotant of group cymbals. PARTICLE SIZE LIMITS SILT OR CLAY SAND FINE MEDIUM COARSE GRAVEL FINE COARSE COBBLES 1 BOULDERSi No 200 Mo 40 No O No 4 Vtin US STANDARD SIEVE SIZE Sin CONSISTENCY CLASSIFICATION GRANULAR SOIL COHESIVE SOIL BEDROCK MOISTURE CONDITION OTHER SYMBOLS Very soft Soft Firm Stiff Very stiff Hard T>» Unrlad Soil Oowfcotian Syttvn, Carpi of CnginMr*, US. Army •fcchncal Memorandum No V3S7, Vokjrm I, Morcr,, rSTM (FtwlMd Afnl, I960) Very bos* Loose Moderately dense Medium dense Dense Very dense Soft Moderately hard Hard Very hard Dry Slightly moist Moist Wet Saturated R- Undisturbed sample B- Bulk sample 5 Groundwater 6 Groundwater seepage PACIFIC SOILS ENGINEERING. INC. PLATE A Work Order 400739 July 26, 2000 Work Order 400739 Date Excavated 06/27/00 Excavated by CR Equipment John Deere 310E w/ 24" Bucket TABLE I LOG OF TEST PITS Test Pit No. Depth (ft.) USCS Description TP-1 0.0-8.0 SM TERRACE DEPOSIT (Qt): light brown silty, fine to medium sand, dry, moderately dense; common rootlets; visible pores to 1mm; un- common krotovina. @ 2.0 ft. red brown; uncommon rootlets; no krotovina; medium dense, moist; uncommon pinhole porosity; massive. @ 3.5 ft. medium dense to dense, moist to very moist. TOTAL DEPTH 8.0 FT. NO WATER, NO CAVING TP-2 0.0 - 3.0 SM TOPSOIL : dark brown silty, fine to medium sand, moderately dense, moist to very moist; common rootlets. 3.0-7.0 SM TERRACE DEPOSIT (Qt): red brown silty, fine to medium sand, medium dense, moist to very moist; massive. TOTAL DEPTH 15.0 FT. NO WATER, NO CAVING PACIFIC SOILS ENGINEERING, INC. Work Order 400739 July 26, 2000 TABLE I cont. LOG OF TEST PITS Test Pit No. Depth (ft.) USCS Description TP-3 0.0-7.0 SM TERRACE DEPOSIT (Qt): light brown silty, fine to medium sand, dry, moderately dense to medium dense; uncommon rootlets; visible pinhole porosity. @ 2.0 ft. red brown silty, fine to medium sand, moist, medium dense; massive. @ 5.0 ft. red brown. TOTAL 7.0 FT. NO WATER, NO CAVING PACIFIC SOILS ENGINEERING, INC. Work Order 400739 July 26, 2000 LABORATORY ANALYSES The following laboratory tests were performed on representative samples in accordance with the latest standards from the ASTM and the Uniform Building Code (UBC). Compaction Characteristics Laboratory maximum density and optimum moisture content determinations were made in accordance with ASTM Test Method D 1557 utilizing the bulk samples obtained from representative soils and bedrock types to determine their compaction characteristics. Results of these tests are presented in Table II. Direct Shear Determinations Direct shear tests were performed on "undisturbed" samples and samples which were remolded to 90 percent of the laboratory maximum density in accordance with ASTM:D 3080. Prior to testing, the samples were inundated under confinement for approxi- mately 24 hours. Tests were made under various normal loads at a constant rate of strain of 0.05-inch per minute. Shear test data is presented in Table II, Plate B-1 and Plate B-2. Swell Tests Expansion characteristics were determined in accordance with the UBC Standard 18-2. The results are presented in Table II. Hydrometer Analyses Hydrometer grain size analyses were performed on the minus No. 10 sieve portion of the samples in accordance with ASTM:D 422. These tests were used as an aid in soil classification. The results of these tests are shown on Table II. PACIFIC SOILS ENGINEERING, INC. (0HI a Ofe (0 >- o30 - o:O 10 1 !° — o =! § C) 0)0) c111 JO '5(0o£ 'o(0a. DIRECT SHEAR TESTS REMOLDED® 90% 3 7cn _ __, /oil - ,DUU 3 ocn - - - -,zou ,UUU 2 vcn -,/ou CN " - - - 2 cnn„_ ,ouu _ _ O - ' - -— o oc.n _ - - _ _rn ^Xou _ COuj ~ :(X o nnn - __t /i,UUU CO ~ ~ ----- ~! ^ yen - --<; i,(OUui : : _ : : :: :I _ co > cnn I - I|,OUU -\ o^n - - * nnn ~- --I,UUU yen - - -4^.-~ cnnouu ocn - -zou n - , f ~'\ ^ ^^. ^_ 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS Ibs./ft 2 Silty Sand (Qt) SM symbol boring depth (ft.) symbol boring depth (ft.) • TP-1 5.0 P KK COHESION 0 psf. FRICTION ANGLE 33 degrees DIRECT SHEAR TEST 9B PACIFIC SOILS ENGINEERING, INC. gJW 771 5 Convoy Court, S.D.CA 92111 ^91 (619)560-1713 Si W.0. 400739 PLATE B-1 DIRECT SHEAR TESTS REMOLDED @ 90% ,ouu 1 OCTV ,uuu ,/OU - CM " - - : toUUs^ o _ r/J 2,250 -- I I CO "UJ " ~ r~ Z,UUU CO " " rs - -^ 1 7^n -< 1,'50 :_UJ ._ _ T - W x cnn "~ I I1,oUU A ocn1 ,ZOU ,uuu ouu o^n^ou Q . i . > "1 F - | - - ~ 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS Ibs./ft 2 Silty Sand (Topsoil) SM symbol boring depth (ft.) symbol boring depth (ft.) • TP-2 1.0 if HB COHESION 0 psf. FRICTION ANGLE 32 degrees DIRECT SHEAR TEST 59B PACIFIC SOILS ENGINEERING, INC. £jn 7715 Convoy Court, S.D.CA 921 11 ^91 (619)560-1713 ±al W.0. 400739 PLATE B-2 07/12/00 WED 15:19 FAX 9093701046 Del Mar Analytical 2852 AJion Avo., Irvine. CA 92606 1014 E. Ccoley Or,, Suile A, Colton. CA 92324 I6S2S Sherman Wjy, Sulie C-11. Van Nuy:, CA 92406 9461 Ckrapoake Or,, Sulle 60S. San Diogo. CA 52123 9630 South 519t St., Suite 8-120. Phoorix. A2 BSOW -1022 FAX (943) 261-122SJ (909) 370«1667 PAX (909) 370-1016 (618) 779-18W FAX (818) 779-1843 (61B) 605-9096 FA> (619! 505-8605 (460) 76£.CCW3 FAX (160) 785-0851 LABORATORY REPORT Prepared For:Pacific Soils Engineering, Inc. I'll 5 Convoy Court San Diego, CA 92 111 Attention Project Ron Buckley 400739 Sampled: 06/27/00 Received: 06/30/00 Reported: 07/12/00 DelMtor This laboratory report is confidential and is intended for the sole use of Analytical and its client. This enti'e report was reviewed and approved far release. CA ELAP Certificate #1169 AZ DHS L.cense #AZ0062 El Mar Analytical, Colton feanne Shoulder Project Manager a pertain only to the xampltix ic^eJ in the I iboroicry. This repvri yhul! not be rcpfodnc ed. excepf in full, wj/hou/ vtriitenporm sston from Del Mar Analytical. Plate C-1 CJF040K1 of S> 07/12/00 WED 15:19 h'AA yuyJ Del Mar Analytical 2852 Alton Ave.. In/lne, CA 02606 (949) 261-1022 FAX (9*9) 261.1226 10U E. Cooloy Dr.. Sulie A. Colion. CA 32324 (909) 370-1667 FAX (90S) 370-1016 16S25 Shi:rmnn Way. Sutle C-11. Van Nuvs. CA 9240G (818) 779-1044 FAX (518) 779-1B43 9404 Chesapeake Dr., Suite 603, San Diego. CA 92123 (619) 505-9596 FAX (619) 505-9665 9830 Soulll 51*1 Si.. Suite B-120, Phoonix, &Z 85014 (480) 78S-0013 FAX (480) 765-0851 Pacific Soils Engineering, Inc. 77] 5 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project ID: 400739 Report Number: CJF0401 Sampled: 06/27/00 Received: 06/30/00 Analyte INORGANICS Reporting Sample Dilution Date Date Data Method Batch Limit Result Factor Extracted Analyzed Qualifiers [iH Units pH Units Sample ID: CTF0401-01 (TP-1@S' - Soil) pH EPA9045C IOG063f"> NA mg/kg Sample ID: CJF0401-01 (TP-1@5' - Soil) Chloride EPA 300.0 IOG054:: 5.0 Sample ID: CJF0401-01 (TP-1@5( - Soil) Resistivity EPA 120.1 MOD. IOG103S: 700 1 7/6/00 7/6/007.8 mg/kg 15 1 7/5/00 7/5/00 c hms/cm ohms/cm 3200 10 7/10/00 7/10/00 H Sample ID: CJF0401-01 (TP-1@5' - Soil) Soluble Sulfatc EPA 300.0 Sample ID: CJF0401-02 (TP-2@1'- Soil) pH EPA9045C Sample ID: CJF0401-02 (TP-2@1' - Soil) Chloride EPA 300.0 IOG054;. 0.00050 pH Units IOG0634 NA mg/kg IOG0542 5.0 0.0058 pH Units 7.5 mg/kg 15 7/5/00 7/5/00 7/6/00 7/6/00 7/5/00 7/5/00 H Del Mar Analytical, Colton Jeanne Shoulder Project Manager 77j« usultiperiuin tinfy to the janpla Kfiecl in ihe I. iboraioiy. Tills rtpurt xhull not tt reproduced, except in full, without vriitcnptrm.sston from Del Mar Analytical, Plate C-2 CJF040J<2 of s> 07/12/00 WED 15:19 FAX 9093701046 i£j uuo Del MarAnalytica 28B> Alton Ave.. iruino, CA 92606 1011 E. Cooley Dr.. Suile A, Colton. CA 92324 16525 Sherman Way. Suite c-11, Van Nuys, CA 92400 9484 Choaapeake Dr., Suite 60S, San Diegc. CA 92123 9630 Souin Slsi Si., Suite 6-120. Phoenix, AZ 85014 (943) 261-1022 FAX (919) 261-1220 (909) 370-4667 FAX (909! 370-104C (818) 779-1S44 FAX (BIB) 779.1043 (619) 50S-D596 FAX (619) MS-9689 (480) T85-0043 FAX (460) 7B5-OB51 Pacific Soils Engineering, Inc. 7715 Convoy Court San Diego, C A 92 111 Attention: Ron Buckley Client Project ID: 400739 Report Numbc::: CJF0401 Sampled: 06/27/00 Received: 06730/00 Analytc Method INORGANICS Reporting Sample Dilution Date Date Data Batch Limit Result Factor Extracted Analyzed Qualifiers tihms/cm Sample ID: CJF0401-02 (TP-2@1' - Soil) Resistivity EPA 120.1 MOD. 100103.5 700 ohms/cm 3100 10 7/10/00 7/10/00 Sample ID: CJF0401-02 (TP-2@1' - Soil) Soluble Sulfate EPA 300.0 100054:1 0.00050 0.0048 7/5/00 7/5/00 ft Del Mar Analytical, Colton Jeanne Shoulder Project Manager TJie results pa-lain only ut ilic romplet lined in the laboratory. T>iis report ahull not bt reproduced, except in full, wiihoui wriitcnperm jstonfrom Del Mar Analytical. Plate C-3 CJF040K3 of S> 07/12/00 WED 15:19 FAX 9093701046 g) UU<} Del Mar Analytical 2852 Allan Axe.. Irvine. CA 92605 1011 E. Cooley Dr., Suite A, Collon. CA 02321 16535 Sherman Way. Suite C-11, Van Nuya, CAB240C 9184 Chcs.-iponke Or.. Eulle 605. S=n Olego. CA 92123 9930 Soulh 51st Si., Suiir. 8-120. Pnoenix, AZ SIVO" (949) 2C1.1022 FAX (949) 2KM226 (909) 370-1667 FAX (909) 370-1046 (8181 779-1(344 PAX (818) 778-1643 (619) 50S-959G FAX (619! 505-9C69 (080) 785-0043 FAX (480) 750-0651 Pacific Soils Engineering, line. 7715 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project IE: 400739 Report Number: CJF0401 gggjg INORGANICS Analyte Batch: IOG0542 Extracted Result 07/05/00 Blank Analyzed: 07/05/00 (IOG0542-BLK1) Chloride ND 1 Soluble Sulfatc ND LCS Analyzed: 07/05/00 (IOGOS42-BS1) Chloride 45.7 Soluble Sulfhle 0.00975 Matrix Spike Analyzed: 07/05/)0 (IOG0542-MS1) Chloride Soluble Sulfktc Matrix Spike Dup Analyzed: 0 Chloride Soluble Sulfatc Batch: TOG0636 Extracted: 53.3 0.0128 Reporting Limit 5.0 0.00050 5.0 0.00050 5.0 0.00050 f/05/00 (IOG0542-MSD1) 52.9 0.0128 07/06/00 Duplicate Analyzed: 07/06/00 ( PH Batch; IOG1038 Extracted:07/10/00 t Duplicate Analyzed: 07/10/00 ( Resistivity Del Mar Analytical, Colton Jeanne Shoulder Piojcct Manager OG0636-DUP1) 7,80 OG1038-DUP1) 3050 5.0 0.00050 NA 700 U:iits nig/kg nig/kg 50.0 % 0.0100 Spike Source %REC RPD Data Level Result %REC Limits RPD Limit Qualifiers 91.4 97.5 90-110 90-110 Source: JJF1020-02 ng/kg 50.0 ND 100 80-120 % 0.0100 0.0026 102 80-120 Source: IJF1020-02 irg/kg 50.0 ND 99.4 80-120 % 0.0100 0.0026 102 80-120 Source: CJF0401 -01 Unite '7.8 Source: LJGOO 15-01 ohrss/cm 3000 0.753 0 20 20 1.65 20 'Ac raulis pertain only in the Camples tested In /Ac / itannory. Tills re fan ,hull not be rcpicduc eel. accpi in full, without vriitcnpcrm.ssbnjrom Del Mar Analytical. Plate C-4 CJF040K4 of S> 07/12/00 WED 15:20 FAX 9093701046 Del Mar Analytical 2852 Alton Ave., Irvine. CA 9J606 10Hi E. Cooley Dr., Suilc A. Collon, CA 62324 16525 Shnrrnan Way. Suile C-11, Vsn Nuye, CA 92406 9484 Chesapeake Di.. Suim B05, Ssn Diego. CAOS1Z3 0830 Soulli Slsi Si., Suite 6-120. Pliocnlx, A2 850<U IfcJ UOO (949) 261-1022 FAX (040) 261-1220 (300) 370-1867 PAX (909) 370-lO^IJ (816) 779-16"4 KAX (816) 779-1*13 (819) 50D-OS06 FAX (619) 5C10-9689 (48Q) V8S-0013 FAX (480) 7&5-OB51 Pacific Soils Engineering, Inc. 11\ 5 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project ID: 400739 Report Numbe-- CJP0401 Sampled: 06/27/00 Received: 06/30/00 DATA QUALIFIERS AND DEFINITIONS H Sample analysis performed past method-specified holdbg time. ND Analyte NOT DETECTED at or above the reporting limit or MDL, if MDL is specified, NR Not reported. RPD Relative Percent Difference Del Mar Analytical, Colton Jeanne Shoulder Project Manager The results pertain vnfy to the samples leaeii in ihc l< iboratory. This rtpnn shall not te reproduc ed. except in full, without writtenpcrmaslon from Del Mar Analytical, Plate C-5 CJF040K5 of 5> 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. I. 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. H. 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. f COMPACTED FILLS 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, colluvium, alluvium, or creep material, into sound bedrock or firm material, in accordance with the recommendations and approval of the Soil Engineer. I. 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 SOILS 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. E. 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 (REMOVE) TYPICAL BENCHING 7, ~ —•—BEDROCK SEE DETAIL ALTERNATE "A"(PLATE C-2 J NOTE: FINAL 20 OF PIPE AT OUTLET SHALL BE NON-PERFORATED TYPE B PROPOSED COMPACTED FILL NATURAL GROUND COLLUVIUM AND ALLUVIUM (REMOVE) TYPICAL BENCHING71V/ v^ BEDROCK SEE DETAIL ALTERNATE B (PLATE G-2 ) NOTE.FINAL 2O'OFPIPE AT OUTLET SHALL BE NON-PERFORATED PLATE G-l PACIFIC SOILS ENGINEERING, INC. W.O. DATE. CANYON SUB DRAIN ALTERNATE DETAILS ALTERNATE: i PIPE AND FILTER MATERIAL FILTER MATERIAL:MIN.VOL. OF9FT. /LIN.FT. 6 IN. 0 ABS OR PVC PIPE OR APPROVED SUBSTITUTE WITH MIN. 8PERF.,l/4 IN ft PER LINEAL FOOT IN BOTTOM HALF Of PIPE. ASTM D275I, SDR 35 OR ASTM 03034, SDR 35 OR ASTM DIS27. SCHD.4O ASTM DI78S, SCHD.40 6 IN. MIN. 6 IN MIN 6 IN.MIN A-I ASTM D27SI, SDR 35 OR ASTM 03034, SDR 35 OR B~l FOR CONTINUOUS RUN IN EXCESS OF5OO FEET USE 8 IN. 0 PIPE 6 IN. UIN. A-2 ALTERNATE 2 FILTER MATERIAL WRAPPED IN FABRIC I IN. MAX. GRAVEL WRAPPED IN FILTER FABRIC I IN. MAX.GRAVEL OR APPROVED EQUIVALENT 9 FT/FT. MIRAFI 140 FILTER FABRIC OR APPROVED EQUIVALENT (TYPICAL) 6 IN. UIN. /OVERLAP PROPOSED FINISHED GRADE DETAIL OF CANYON SUB DRAIN TERMINAL FOR ALTERNATES A2 AND B2' NATIVE BACKFILL 6 IN MIN OVERLAP A-3 MIRAFI 140 FILTER FABRIC OR APPROVED EQUIVALENT I IN MAX. OPEN GRADED GRAVEL OR APPROVED EQUIVALENT NON-PERF PERF6IN. 6IN.0UIN 0MIN PIPE ALTERNATE 3 PERFORATED PIPE SURROUNDED WITH FILTER MATERIAL FILTER MATERIAL 9 FT.€ IN. UIN COVER 4 IN. MIN.BEDDING PERFORATED PIPE 6 IN. 0 UIN. —. IN. MIN. OVERLAP 4 IN. MIN BEDDING B-3 FILTER MATERIAL SIEVE SIZE PERCENT PASSING UN. 3/4 IH. 3/8 IN. NO. 4 NO. 8 NO. 30 NO. SO NO. ZOO IOO 90-IOO 4O-IOO 25-40 18-33 S-/5 0-7 0-3 PLATE G-2 PACIFIC SOILS ENGINEERING INC. W.O. DATE 1.1 il!! *52«- Oi*• V.». tv»I I *s *»os< *3 *»!5i •*•€? **'S*C; o^ ci-?o *>•»*•«.£•& w*>!g*2 c 8* *>£* N O £<MVz: 6< z gfil ^5!*<3 <nB gUJ toCi seu. : O •• gi §§ I!0 00) # K yv §? So ££ V><f>^t^^b%%§s5:-s§Mi^ OQ 88I/»V>1^ tooQ)S<*0. *•' 1 S ^wV Vte *i*!§^ 5f* §!S?s it 's to be pro'rain pipe I*s5^e« N approvedfc fe> ! 1 1 x>j» -c ^£i<*"S$ <Ef M5-5oS 1^be deter-at. Upperce drain*^ £.«5«5:"Sis tt of boekd rainsI engineer or getied onto paved*o£?«»§ **$^^ at~«S*s;$8*s!tili*1 X ** Am *2&«.Soee« * i*ir >«• «*»BILIZAiScr> Cut Lot 5 min. Unweothered Bedrock •Overexcovote ond Recompoct Cut-Fill Lot (Transition) 5 min. Compacted Fill m///////////////// X/V-'X.^Overexcovate and Recompoct Unweathered Bedrock 'deeper overexcovotion may be required by the soils engineer in steep cut-fill transition areas PACIFIC SOILS ENGINEERING. INC. W. O. DATE PLATE 6-4 uco>x <§ o *> U. g "55.o (75 if cuQ_LdLJOUJCO_J O CO O U. O UJ<o o Selective Grading Detail for Stabilization Fill Unstable Material Exposed in Portion of Cut Slope NOTE' 1. Subdrains are not required unless specified. 2. "w" shall be equipment width (15') for slope heights less than 25 feel. For slopes greater than 25 feet "w" shall be determined by the project soils engineer/geologist. At no time shall "w" be less than H/2. PLATE G-7 PACIFIC SOILS ENGINEERING. INC. 1 1 a E iCO I•*!?§§v>•> ^*111~§o^§§ 00ICDUjh-<Is! C CO p-I O 5!.2<->jk Ekl «jki QPkl-jO QQi * COI ooQ. oo D 8; ROCK DISPOSAL DETAIL FINISH GRADE CLEAR AREA FOR FOUNDATIONS, UTILITIES AND SWIMMING POOLS 10' or as described by report ce>FINISH SLOPE FACE ' c—' I WINDROW 1 (TYPICAL) NOTE: IF NECESSARY, OVERSIZED MATERIAL SHOULD BE REMOVED FROM THE 15 FOOT ZONE WITH SPECIAL EOUIPMENTtSUCH AS A ROCK RAKEfRIOR 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 BE BROUGHT UP AT A HIGHER ELEVATION ALONG WINDROW SO GRANULAR SOIL CAN BE FLOODED IN A "TRENCH CONDITION". PROFILE VIEW PLATE G-IO PACIFIC SOILS ENGINEERING, INC. W.O. . DATE £>»>•£?< -c ^, ^•c S.«» x1^ *s"g-^v, ^"^ XJ o «jjr i« <J>If! •D.8 g fc o W£ a 6o i. 6« o >S fc V) o ss CHESTNUT HOMES Carlsbad Climate Zone 7 TRG 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 (i Compliance Method - MICROPAS v5.1 November 9, 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. The City will not issue any building permit without a completed school fee form. Project Name: CHESTNUT HOMES Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: CB004802 1355 CHESTNUT AVENUE 205-210-09 CHESTNUT HOMES LLC SINGLE FAMILY DETACHED WOOD FRAME Number of New Dwelling Units Square Feet of Living Area in New Dwelling 3219 SF Square Feet of Living Area in SOU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information:Date: ES WITHIN THE CITY OF CARLSBAD "Carlsbad Unified School District A San Marcos Unified School District 801 Pine Ave. XXXX J 215MataWay Carlsbad CA 92009 (729-9291) / San Marcos, CA 92069 (736-2200) EncinitasUmbU Sl'liuul District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) San Dieguito Union High School District 710 Encinitas Blvd. 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: 1 635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 6O2-2700 • FAX (760) 602-8560 Revised 4/20/00 to I£ 5 Q: d Uj5 3 5 § g •SDDDD SENT BY: OVERS CHOICE INSURANCE SERV; 760 431 5998;JUN-22-01 15:03;PAGE 1/1 c_ . m f FJ- ujf-ji r*M 1 inlertincaw of wraubiltty Insurance Dates 06^22/01 Producer Employer's Choice Insurance Services, Inc. 503 Vista Bella Suite 10 OoansideCa. 92057 License No: OC36879 Ph. 760-*3 1-0947 Fax 760-43 1-5998 Insured R \V INVESTMENTS (DBA) HERMDSA HOMES 2551 State St Carlsbad, CA, 92008-1624 Coverage*) TWa currtftcate la baaed •»»»«*«: of hiihmurtioa oi^y and cooftn ; joo r|H|fa) np«* tht C^tti^cAtc haUvTo Thb certiflcate dtica not fhi^Hrtj' extend or niter Che corengc aA0rdcd by lltt yiUctgii auuw. . Cowp^Alhr^etr^te ; CompMiy A ; Everejt NartonaJ .. Company B Compwiy C Company D ; Tte is to certify that the policies of insurance lifted below have been issued to «he insured names above forllia policy period indicated, ; notwithstanding any tequfcomeni. U*rn or condition of any contract c* other document wflh rmpect to which Una certificate m*y bo issued or «my ; pertain, *«• insurance afforded fcy the pcJiaea dcacribed herein J» subject to all the terms, cxdusicas and conditions of mch policies, limits iliown ••. may have been reduced by raid dsiras. Co LIT Type of Insurance General Liabfltty QComprthoiaive Form QPicmisei/Opersitjtioa Collapse Hazard nCoamctual D Broad Form Property Damage QPcrtoaal Injury Automobile Liability QAny Auto QAU Ovncd Autos (private paw) DAI! Owned Autos (other than) Qllired Auuw DNoQ-Owned Autod QGsragp Liability Exoaa Liability B Umbrella >omi Other than Umbrella Form Wcrkas Comncaaatiaa Hie proprirfor^xinnerK/ executive olEcers are: Dlnduded XXEKduded Odter Pol icy Number 39000034l«- 001 Policy Effecuvc D«to<MWDD/YY) 10/01/00 Policy Eiquration D««(MM/DIVYY) 10/01/01 Limit* Bodily Injury OCC Bodily Injury AOO Prop oty Damage OCC Property Damage AOO Bl&PD Corobinal OCC Bl&PD Combined MK3 Personal Injury AGO Bodily Injury (pet person) Bodily Injury (per accident) Property Damage Bodily Injury ft frop«rty Oamage Combined Each Occurrence Aggregate X WC Statutory, Limits D Other EL en accident EL diit9»e policy limit EL disease - ea emp $ ; S * I s J 1 * 1 $ ; S : J ; S : S $ ;• * ; $ i SINfli $1M11 $i\oi D«cription of oporations/Ioottiona/vahido/apecial Jtcrna ALL OPERATIONS FOR CHESTNUT HOMES AND PACIFIC VIEW Certificate) HolderCITY OF CARLS BAD1635 FARAWAY AVE CARLSBAD, CA 9200? 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