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HomeMy WebLinkAbout2734 GLASGOW DR; ; CB890623; Permit.2 Jr B U I L D I N G P E B M I T Permit No CB890623 .01/05/90 1-3:21 . Project No: A8901096 Page I of 1 . - Development No: Job Address: '2734 GLASGOW DR . StI:: Fl: Ste: Permit Type RESIDENTAL ADDITION/ALTERATION 2452 01/05/90 0001 01 2 Paxcel No: 208-111-04-00 . CPRMT" 417.00? Valuation: 40,120 - Construction Typ: VN Occupancy Group: R3 Class .Code:. Status: ISSUED Description ADD OFFICE AND BEDROOM 590 SF Applied 04/26/89 : .. •• Apr/Issue : 01/05/90 -, Validated By: CD OWNER CAMERENA, PAT -. Lic. 0 •, 729-5317 - . 2734 GLASGOW- DR . * CARLSBAD,CA 92008 ,,5 • . Fees Required .—.***' (2 *** !1Fees Collected&Credits *** :.' .- .i '-i 1---I / .i r • - • ' J.j . Fees: • .. 615.0O)) -i'.' (_ \ Adjustments: . / ç\.00i*-. TotaFCredi.ts: ••. .00 TotalFees: / 615:00 / Tóal'Pa'Ts:\ 198.00. * '• ••• / /.• (Aj' Bala?icDue: \ 4i7.00 Fee dscription I • Units7\ 7Uni't Ext fee .Data 1 I' t Building Permit j JØ\ 356.00 Plan Check -• Strong Motion Fee 231 3..010 :00 *'BUILDING TOTAL c4fth1 iI1I • o- / 1 590.00 -Enter'Y' to Issue \Plumbin\S fJ9/ bi - • N Enter Single Pha'se Per AMP' > 40.00 15 10.00 " Other'.. 'N~ > 10 ~-o 0 1'0. 00 REMODEL; Enter l "Y" to' Is6ue Mechan!CaV > N CC no 9 • -. • . •- • • .- . -U-.. •* • - :.- •• .*. - S • . I- • 4*. • . .• • -S - -. - . &CflY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad CA 0009,(619)438-1161 ••... S . • . -• ...-.-. 55 - .. -..--------.-- S S. .-- - PERMITAPPLICATION . Cityof Carlsbad Building Department . S 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1: PERMIT TYPE A - 0 COMMERCIAL' DREW DTENANT IMPROVEMENT - B 'D INDUSTRIAL DREW . '' DTENANT IMPROVEMENT . . S ,,• DRESIDENTIAL DAPARTHENT DcOO 1SINGLE FAMILY DWELLING , DDITION/ALTERATION DDUPLEX DDEMOLITION [-]RELOCATION [-]MOBILE HOME []ELECTRICAL DPLUMBING DMECHANICAL DPOOL DSPA .[]RETAINING WALL DSOLAR DOTHER________________ EST. VAL - S PLAN CIt DEPOSIT_______________________________ , VALID. BY DATE -40 .2.-___PROJECTINFORMATION' _PLANCHECK No. FOR OFFICE _USE _ONLY _- Address -74 Building or Suite No. Nearest Cross Streets - - - LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. . CHECK BELEBi IF SUBifiTTED: . 02 Energy Calcs Structural .Calcs %2Soils Report - Di Addressed Envelope 5 ASSESSORS PARCEL - - EXISTING USE PROPOSED USE . S DESCRIPTION OF RK --%.- Lø , 0 rs bo r i 6ed re',)' BLDG. 50. FTC. (fIOt Y t...J") # OF STORIES - ,- .3. CONTACT PERSON . NAME -. .. ADDRESS CITY . STATE ZIP CODE DAY TELEPHONE 2-0 ..t SIGNATURE •.S ;5:g_S...7 . . '4. APPLICA)4'T, DCONTRACTOR AGENT FOR, CONTRACTOR - DOWNER []AGENT FOR OWNER NAME - ., . . ADDRESS . CITY - S - STATE ZIP CODE DAY TELEPHONE PROPERTY OWNEF . OWNER DLESSEE OTENANT NAME rnour'e ADDRESS Z7&/4S/,c4.) . S - CITY13_arb6bad - - STATE C1- ZIP CODE DAY TELEPHONE '7Z' • CONTRACTOR NAME Oesig ,1 ,dc/' ADDRESS') -e.r '5O(1 st E S CITY S - STATE 'ZIP CODE ~Zo DAY TELEPHONE Z.. LICENSE CLASS cM : BUSINESS LIC: DESIGNER PAMY— ADDRESS CITY . STATE . ZIP CODE . DAY TELEPHONE • STATE LIC. # 7..- WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm thatI have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY 4dbr/)'7A,p') i'7 .•IJ/t.i POLICY NO. /O 91 qr7.7EXPIRATIONDArE 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. ., lax A~ ~IATE ,SIGNATURE X 8OW ER—DECLARATION OwrfetBuiLder Declaration: 1-hereby-affirm that I am exempt from the Contractor's License Law for the following reason: - 0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is n,t intended or offered for salt - - (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who doessuch 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). - . . . .. .0 'I, as ownr of the property, am exclusively contraciing with licensed contractors to construct the project (Sec 7044, Businessand 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). - - , . . . .' - . - I am exempt under Section - _-, Business and Professions Cede for this reason: (Sec. 7031.5 Business 6nd Professions Code: Any, City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, ,• S - prior to its issuance, also requies' 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, commencing with Section 7000of Division 3 of the Business and Professions Code) or that he is exempt therefrom, ' and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not - . more than five hundred dollars ($5001).' SIGNATURE - •' - . - - DATE COMPLETE THIS SECTION FOR'NON-RESIDENTIAL BUILDING PERMITS ONLY: ' .. Is theapplicant or future building occupant required to submit a-business plaii, acutely hazardous materials registration form or risk management and prevention S program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 'DYES E] NO . ' . .. Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? - DYES- DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? - .- '• 'DYES , IlINO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY . - - ,, . 5 - I hereby affirm that there is -a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). - - LENDER'S NAME ' . -- - LENDER'S ADDRESS - APPLICANT'S SIGNATURE I certify that I have read the application and State that the above information is correct. I agree to comply with all City ordinances and State laws relating to buildiig construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for-inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF-THE GRANTING OF THIS PERMIT. - Expiration. Eve p it issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building - - - CITY OF CARLSBAD INSPECTION REQUEST PERIT4•CB890623 FOR 02/08/91 INSPECTOR AREA PD DESCRIPTION: ADD OFFICE AND BEDROOM 590 SF PLANCK# CB890623 OCCGRP TYPE: .RAD CONSTR. TYPE ADD JOB ADDRESS: 2734 GLASGOW DR STR: FL: STE: APPLICANT: EITAN AHARONI PHONE: 720-9697 CONTRACTOR: DESIGN BUILDING INC PHONE: 619-720-9697 OWNER:. CANERENA, PAT. . PHONE: 619-7 -3 7 REMARKS MH/431-0777 INSPECTO A SPECIAL INSTRUCT TOTAL TIME CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL.'Fina1 Electrical '49, .ME Final. Mechanical .5 S ', •,.L . ..5 - ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 030290 Final Combo CO PD 020990 Exterior Lath/Drywall AP TP 020990 Interior. Lath/Drywall AP TP 020790: tFr'aine/Steel/Bolting/Welding AP PD . 5 .013190 'Shear Panels/HD's . AP PD 011190 Ftg/Foundation/Piers AP PD PREVIOUSLY 011090- -Ftg/Foundation/Piers " AP PD 010990 Ftg/Foundation/Piers CO PD 'S .. . •-: 'ft' . t 5 5-.'- / -.5. 5 .,...., . . .S- *5 * GGS Dco* 5751 Palmer Way, Suite 0, Carlsbad, California 92008 NOTICE OF FOOTING .EXCAVATION OBSERVATION - Job Location M (4 Work Order No.: Owner G&trae.r—: Owner's Address: t) Date FootingsObserved: Total Number of Footings CThoi-s.: Description of Footings as.s•eis., Covered by this Notice: ç ç —UL 't The undersigned has observed the footing d.o_Ga-i-s-sen excavations listed .above on the referenced property and same were excavated- in accordance w1thb4 recommendations in the &e—a—t4ie Building Code of the C QEt[ kD • • • •, • S _.. . ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 - (619)560-1468 DATE: EAPPLICANT - JURISDICTION: ISD ,FILE COPY PLAN CHECK NO: SET:V oups . flDESIGNER PROJECT ADDRESS: /, . PROJECT NAME: 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 deficien- :, cies identified are resolved and checked by building department staff. The plans tansmitted herewith have significant deficiercies identified on the enclosed checklist 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 Corp. until corrected ' "plans are submitted for recheck; -- fl The applicant's copy of the check list is enclosed for the - jurisdiction to return to the applicant-contact person: -' ,,[]-,The applicant's copy of-the check list has been sent to: Esgi-1 staff didnot advise the applicant contact person that . plan check has been completed. U Esgil staff did advise 'applicant that the plan check has, - - been. completed. Person •bontacte Date contacted: Telephone #- ' REMARKS: 6)_)_fl.-0 Oda el f_c4 Lz 1dIcr_o _LOC .- ~t 2, no (ai \2)RS '. _OT Z._-'_'-SLL _E._c _-T _?40L4_RPOSI'L. 'FOE irsP___________.gLD_-raPLISL _El-.ALL _IJE.7 Of/ Lgc. 4Tf4 riT By: ESGIORPORATION '-IIGA -flAA Llvw D'DM ' . • . ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: 963 SET: I PROJECT ADDRE PROJECT NAME: APPLICANT J PLAN CHECKER )FILE COPY jups n 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 deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith' have significant deficiencies' identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: £4- krort i 3 i1-orL. rtr CA !12r)na Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff 'did-advise applicant that the plan check has :•.bee completed;...: Person contacted: . . . D'at ontacted: - Telephone # - REMARKS:,-,,,: By: -40 .LLQ'Fcf Enclosures: 4%.ar,4= itw)" ESGIctORPORATION GA CIAA 0 vw 0 DM r9w JURISDICTION: CM OF CARLSBAD PROJECT ADDRESS: 74 CqlasQ ooDr, : BAN u.*Kau0N SEEM CITY CW CARLSBAD SIMMZ FAMIlY AND DUPLEX WRLLThE 5 Fo REWORD: PLEASE Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, e e plan check is bane d 601 gulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 tJBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 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, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be Date plans received by jurisdiction: - & Date plans received by Esgil Corporation: - -.. to initial'-plan check completed -' Applicant contact person: - - Telephone: - NOTE: PAGIC NMGM ARE NOT IN SEQUOM AS PAGRS HAVING NO r13M NEEDDG COMMONS WE List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS Please make all corrections on the original -' tracings and submit two new sets of prints, and any 'original plan sets that may have been returned to you by the jurisdiction, to: or Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. 2. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Show on the title sheet all structures, pools, f walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance. to the floor above, for story. determination. ji r •ju )sj The jurisdiction's building department. /. Walls closer than 3 feet to property lines - I' shall be one-hour rated construction, have no J. Indicate on the Title Sheet of the plans, the openings, and shall have 30 inch parapets when name of the legal owner and name of person the building floor area exceeds 1,000 square responsible for the preparation of the plans. feet on any floor. Section 302(a)7. (Table 5-A, Section 1709 (a)). j/. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). / Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). - Cor toke o Ci 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 C, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show -drainage patterns with minimum slopes. Section 302(c). Indicate distance from property lines to Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches fro the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. )f. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. 1/ Show location of permanently wired smoke / detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwe-lling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. proposed building. section 302C). When the valuation of a room addition exceeds - $1,000, or when sleeping rooms are created, - - smoke detectors shall be provided at existing - . bedrooms per item 16 above. 4 - - -- -. - 2 12/16/87 R0i Sifl. Lida. vDrrrLAnon AND GLA7.ThG J. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 20 Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 60W 'I 4 cbY :x L\'oM6 21 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). 2). Provide mechanical ventilation capable of I providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall / be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is F a minimum of 71 6". Section 1207 (a). 1. Show ceiling height for laundry rooms, I hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for I' water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous I locations such as glass doors, glazing adjacent - •to such doors and glazing adjacent to walking. surfaces. Section 5406. /3. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 51406 (d) 6. ?1. Glazing in shower and tub enclosures shall be I tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) S. Sleeping rooms shall have a window or exterior I door for emergency exit. Sill height shall not exceed 414" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may I not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. 1. The loft you show does not comply as a I mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. ais. STAIRWAYS, AND RAILINGS iI. Floors above the second story shall have not I less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for f porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. 31. Show, how guardrail connection details are f adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. .-.: ... ,' 12/16/87 3 . Provide stairway and landing details. Section I' 3306 (b) & (c). / Maximum rise is 7" and minimum run is 11". / When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 616". / Minimum width is 36". All handrails per Section 3306 (j), shall I - satisfy the following: / Provide handrail for stairways with 4 or f more risers. Handrail shall be 30" to 34" above the I nosing of treads. / The handgrip portion of handrail shall be I not less than 1 1/4" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, j measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (1). 47 A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): / Minimum tread is 6 inches at any point and I minimum 9 inches at a point 12 inches from where the treads are narrowest. ti1 Spiral stairways may not be used for required I exits when the area served is greater than 600 sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number / for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves .a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). i 4. Exterior stairways shall not project into the ' 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (in). Within units, show that, corridors have a minimum width of 36 inches. Section 3305 (b). RFThG Specify roof slope. Roof slope is not adequate for roof type f specified. Table 32-B; Section 3203 (ii). ç5 cQ ri1?ii. (.9 rta urylartf or carpo - 54. Specify roof material and applicatn. Chapter 32. Minimum headroom is 6 feet 6 inches '. Specify I.C.B.O.. or U.L. approval number for . I roof materials not covered in U.B.C., e.g., The tread must provide a clear walking tile, etc. Section 107. ',,.area measuring at least 26 inches from the ,. UUI.eF euge vi the supporting column LU LI '. inner edge o U the handrail - -, - , r F11 - - S - ---- - 12/16/87 - 4 . Maximum rise is 8 inches. / Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. 5J. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. 5). Specify minimum 1/4 inch per foot roof slope / for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. A. Provide skylight details to show compliance / with Sections 3401 and 5207 or provide I.C.B.0. approval number. j. Plastic skylights must be separated from each f other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. 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 required area and area provided. Section 3205 (c). - MASQNRY fI. Provide fireplace construction details or note / • construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections I attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1.and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all I masonry walls. Chapter 24. fj. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry f walls. Connection shall resist 200 pounds per lineal. loot or the actual design load, ' whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damj proofing the /;- foundation walls, below finish grade, where usable space exists on the interior side of the rrzi, walls. Section 1707 (d). - Show a minimum 2" air space and flashing I between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS 71. Garage requires one-hour fire protection on / the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, ' including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) 7J. Show 1 3/8" solid core self-closing door for / openings between garage and dwelling. Section 503 (a). S. Garages are not permitted to open into a room / used for sleeping purposes. Section 1104. An occupancy separation is not required / between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. I j 7. Show garage framing sections, size of header f over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. 7/. Doors may open into the garage only if the I floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, / water heater, or other device in the garage 'which may generate a flame or spark. 1JMC Section 508, UPC Section 1310 (a). r yc*JNDAn:oN xjiJixTS 5 4oc4 rtot Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905:(c). The foundation plan does not comply with the soils report recommendations for this project.. Please review the report and modify design, notes and details as required to show compliance: i _ - 12/16/87 . - IP k .Provide notes on the foundation plan listing §1. Show foundation sills to be pressure treated, the soils report recommendation for / or equal. Section 2516 (c) 3. foundations, slab and building pad preparation. j 9. Show foundation bolt size and spacing. Provide a letter from the soils engineer I Section 2907 (f). S2 confirming that the foundation plan, grading plan and specifications have been reviewed and 11. Specify size, I.C.B.O. number and manufacturer that it has been determined that the / of power driven pins. Show edge and end recounendations in the soils report are distances and spacing. properly incorporated into the construction Section 302 (c). documents (when required by the soil report.). C)P2. If required by structural calculations, show 82 The soils report recommendations excavations be f size, imbedment and location of hold down reviewed by soils engineer. Note on the anchors on foundation plan. Section 2312 (f), foundation plan that "Prior to the contractor 302 (c). requesting a Building Department foundation inspection, the soils engineer shall advise the 93. If hold downs are required by calculations, building official in writing that: note on plan that hold down anchors must be - tied in place prior to foundation inspection. - 1. The building pad was prepared in Section 305 (e) 1. accordance with the soils report, 96. Show adequate footings under all bearing walls 2. The utility trenches have been properly / and shear walls. Section 2907 (b). backfilled and compacted, and 1• Show on the plans stepped footings for slopes 3. The foundation excavations, formings and I steeper than 1:10. Section 2907 (c). G - reinforcements comply with the soils report and approved plan." 96. Show minimum 18" clearance from grade tp bottom of floor joists and minimum 12" . Show height of all foundation walls. Chapter clearance to bottom of girders. F' 23. Section 2516 (c) 2. Show height of retained earth on all foundation . Show pier size, spacing and depth into F' walls. Chapter 23. ' undisturbed soil. Table 29-A. I. If cut or fill slopes exist, show distance of 9. Show minimum underfloor access of 18" x 2411. ( foundation to edge of cut or fill slopes and / Section 2516 (c). show steepness and heights of cuts and fills. Chapter 29. aft. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor . Note on plans that wood shall be 6" minimum area. Openings shall be as close to corners I above finish grade. Section 2907 (a). as practicable and shall provide cross ventilation on at least two approximately §. Note on plans that surface water will drain opposite sides. Section 2516 (c) 6. ( away from building and show drainage pattern and key elevations. On graded sites, the top 190. Specify that posts embedded in concrete shall of any exterior foundation shall extend above I be pressure treated per UBC Std. No. 25-12. - the Street gutter at point of discharge or the Section 2516 (c) 1. inlet to a drainage device a minimum of 12" plus 2 percent. Section 290 (f), 2,97 (d) 5. j j FRAMING ?a o'cfrtrl'tioa5o 88. Dimension foundatioIt-'per U.B.C. Table 29A: 171. Show wall bracing. Every exterior wood stud -: -. -. - . f wall and main cross partition shall be braced - Floors - Footing at each end at least every 25 feet of length Supported* Stemwall Width Depth Thickness with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. -- 1. 6" 12" 12" 6" -. 2 - - •- 8" . 15" 18" 7" Note cross bridging or blocking. Floor joists 3": ... -. 10" 18" 24" all I and rafters 12" or • more in depth shall be - :: ._ •• - - ..........-. - - supported laterally by bridging at intervals *Foundatións may, support 'it roof in addition to the •, - not exceeding 8 feet, unless both edges are floors' . Where only a 'roof .s supported, use.,, ._ held .n1.ne Sec 2506 (h), 2517 (a) 6 foundation for one floor - - - -t - - '-. r. -.. - . . •, - ç,. - -,.. .- •-. •--•.- - '.:•-' ••; :-.•.--- :.. -- .;. -.'•''- -' •. -- • •, .' -, , .•-•- .. --. '-. -. •..• .. ,' .- _ * J. -• ., . -.-• -,-- - -,•-• . .• -. - . . - . - . .- -- . -- -... -ir - . ... . 1J16/87 . 6 113. Show blocking at ends and at supports of floor - joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2511 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 113. Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 1/6. Show rafter ties. Rafter ties shall be spaced I not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 1/7. Show rafter purlin braces to be not less than f 45 degrees to the horizontal. Section 2517 (h) 5. 1. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table f 25-Q. Show or note fire stops at the following locations per Section 2516 (f): In concealed spaces of stud walls and f partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; - at all interconnections between concealed I vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; J. In concealed spaces between stair I stringers at the top and bottom of the run and between studs along and inline with the run of stairs if -the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 1)4. Show stud size and spacing. Maximum allowable / stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 20'. Table 25-R-3. 1)4. Studs supporting two floors, a roof and ' ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 1/4. Note on A.I.T.C. Certificate of Compliance for f glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 1/5. Detail all post-to-beam and post-to-footing I connections and reference the detail to the plan. Section 2516 (m). S flgcbAzd 116 Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear I walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)]. I I Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. l). Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Provide roof framing plan and floor framing ' plan. Section 302 (c). I/,. Provide framing sections through Section 302 (c). l4. Specify all header sizes for opening over 4' ( wide. Section 2517 (g) 5. V3. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). /4- Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). - - --- - - .,- - - .-q•' -. S - - - - -. - - I - - - 1 12/16/87 7 2X jocking A-3 ~--2x4 blocking WEAD OF USING 2X BLOCKING, SIMPSO MAY BE USED rO r' 2X blocking .. I 2,4 hit,C.nC ç v . • • \ / L — 2X blocking 1 / • • • • d I it ,/ - . • .. / I. • • : - . T MCAI INTCRIOR PA"t' EL. I. * .' I - - - - - I- - ••' — .......• I • • . - - - - • .-Ash,- • -. .... -....- - - S .. .- /5- Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) /6. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall f project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood o5 natural resistance to decay or treated wood is used. Section 2516 (c) 4. 128 Show location of attic access with minimum size 22" x 30". Section 3205. 1/9. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 1. Specify plywood grade and panel identification f index. Table 25-N. - When roof pitch is less than 3:12, design ridge I as a beam. Section 2517 (h). 1). If foundation cripple wall studs are less than ( 14" high, framing shall be solid blocking. Section 2517 (g) 4. 113. Cripple wall studs exceeding 4 feet in height I shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 134 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior ,,...L.ia. Section 2516 (i). Qkpa 2orid Show a weep screed at the foundation plate line I on all exterior stud walls to be stuccoed. Section 4706 (e). >16. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. , P(eae h5@ 137 Ridges, hips, and vafleys shall be at least one size larger than supported rafters. Section 2517 (Ii) 3. MECHANICAL (uNIFOl )ANICAL aOE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. /9. Show the size, location and type of all heating and cooling appliances or systems. 11/0. Show source of combustion air to furnace, per Chapter 6, UMC. 0l. Every dwelling unit shall be provided with I heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211.. y(2. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. /3- Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. 1. Furnace shall not be installed in any bedroom, I bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, encloseji furnace or electric heating appliance. Section 704 UMC. 1. Show I.C.B.0. approval number for prefab fireplace. Show access to the attic or underfloor furnace F to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace / shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. i4. Show permanent electrical outlet and lighting I fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for / furnace under the floor, or Section 710 for roof or outside furnace. li). Note on plan: Gas vents and non-combustible I piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. In open beam construction, provide strap ties l. Provide dryer vent to outside. UMC, Section across the beams at the ridge support. Section 1903. 2501 (b). .. '..-..' 3.4 - - 774 I, 12/16/87 8 .=CAL (NATIONAL ELECTRICAL (X)OEI All wiring shall comply with the National Electrical Code. l/. Show on the plan the amperage of the electrical service, the location of the service panel and le location of any sub-panels. (.l %%1oc)- 153 Show location of all electrical receptacles. 154. Electrical receptacle locations and/or spacing is not adequate in____________________________ ?5. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 3/6. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. Note - electrical system ground to be provided per NEC, Art. 250-81. PLUMBING (UNIFc4 PLTI1BINO cXlflE) Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to 4' fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. l. Fuel combustion water heater shall not be I' installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water I heater from vehicle damage. UPC, Section 1310. 1$. Show T and - P valve on water heater and show 4' route of discharge line to exterior. UPC, Section 1007 (e). Note on the plan that hose bibbs and lawn I' sprinkler system shall have approved backf low - prevention devices. UPC, Section 1003(h) & ..- ..- 111. Show shower stall can accommodate a 30" circle ( and has a minimum floor area of 1,024 sq. in. UPC 909 (d). NOISE INSULATION (tJPLB3(&) l. Show details of duplex common (party) walls f and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. l. Show how penetrations of assemblies for f piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. A1. Provide insulation in walls and ceiling to I achieve STC of 50 between garage and living rea if garage use is not controlled by resident. Title 25. l. Permit applications received after June'30, ' 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. 3. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design.. A Section 1403(a)1, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. J. . - - - -. . -..' .... i. :-- .. .'- .-, - - .-' - --- .--..---- - - - .'-..-- - ;r.---- - - 7/29/88 - 9 l4. Incorporate the waterproofing details, on the 1 attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). l. Show on the Title Sheet on the plans, the / information required by the attached Developmental Services Sheet 112383. 84 All new residential buildings, including additions, require a soils report. Please submit two copies. l. Heavy timber framing, minimum 6" x 10" beams I and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city Wpolicy). Ep ip1art 186 UBC Adop f tin c Ordinance r 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking / spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. I I 18. Please see additional corrections, or remarks, I on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact_________________ 'ara?e a,a(ti at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. lim 2. All energy items shown on the plans must be in I' agreement with the information shown on the properly completed Form CF-1R. Specify on the building plans all of the 7 mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". l. Show the make, model and efficiency of the f space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. For room additions, show that the glazing area /4. of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 175. See additional corrections below or at end. CARLSBAD S.F.D. & DUPLEX SUPPLEKM 1,/6. Energy conservation desigh should be for Zone 7 . See attached energy packages. Floor drains must have auto-prime (city - I policy). 17. Note exhaust fans cannot be ductless type (city I policy). ' 17. New residential units must be pre-plumbed for I 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). * 1. 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). 1. All piping for present or future solar water I heating must be insulated when in area that are not heated or cooled by mechanical means -(city policy). P izc 4rorL w i r.do U). co %rile CIO f%1rLZr_A forts 4flVp5 3. I. - -•( •• c i-- -c- • .-•• -•-••• •• *••c•.*••• S - • • - - •T•. • - -. -S - -. - -• • •- _•_•,.*• -p-_S S ••• - 7/29/88 10 p Dates,3/4/q CITY OF CARLSBAD Prepared byt Bldg. Dept. VALUATION AND PLAN CHECK FEE a Esgil PLAN CHECK NO._-é23 BUILDING ADDRESS -7254 61o 52ou-0Dr. - APPLICANT/CONTACT PHONE NO. - BUILDING OCCUPANCY _ 3 - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION \4 CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE A-koD flu • -•-'-___ Air Cond1tionirz Commercial . Residential Res. or Comm. . Fire Sorinklers -'.Total Value -1 1•..• - -. - ... - -. ,. .• -, ,. •.- - - .-,- .. - '. 8uildthq Pe;.1t Fee - - .:-------. •....' ............... . . . . . ............ Cheek feezZ k -P1sn ,. . .COMMCNTSi . . p Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET /OF / 12/87 ENGINEERING CHECKLIST 4. . LEGEND Date 523e Item Complete Plan Check ; No,.-, L?9O23 Project Address 2731/ Item Incomplete - Needs Your Action • Project Name: - 1,2,3 * Number .in circle Field Check Date: indicates plancheck By number that deficiency was identified CO CO CO LEGAL REQUIREMENTS > > 43 4) Site Plan . . • - , . . -• -. ••. 1. Provide.a fully dimensioned site plan drawn to scale. Show: North barrow, property lines, easements, existing and proposed ':structures, streets, existing street improvements, right-of-way width and dimensioned setbacks 2 Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing L1 EF1 and proposed slopes, driveway and percent (%) grade and drainage patterns 0 3 Provide legal description of property i_orJ" or- Or 7 -iz 0 0 0 4 Provide assessor's parcel number. PERMITS REQUIRED t .• Grading r. -. 5. Gràding permit required.. (Separate iubmittal to Engineering Department required for Grading Permit) E21" 0 LI - 6 Grading plans in plan check PE___________ 7 Need the following completed prior to building permit issuance LI LI A Grading plans signed LI B Grading permit issued LI LI C Grading completed 0 0 0 Certification letter and compaction reports submitted E1I" LI LI rE Grading inspected and permit signed off by City rinspector. LI 8 Right-of-Way Permit required for work in public right-of-way - - - : (e.g., driveway approach, sidewalk, connection to water main, etc) LI 0 9 Industrial Waste Permit application required To be filled out compltely and returned to Development Processing - -. I. . . 4. - . - . . \ FEES REQUIRED 10 Park-in-Lieu fees required ;< ,-' , • Quadrant: . Fee Per Unit: •. .,Total Fee: •• D 11 -. . . Traffic Impact fee required - Fee Per Unit: Total Fee: .,12. * •••I Bridge and Thoroughfare, fee required.. ;• - - Fee Per Unit: -, Total Fee: . .•. ' 13 Public facilities fee required El 14 Facilities management fee required Fee Ito AQ 15 Additional EDU's required itt Sewer connection fee - SewerOpermit no 16..Sewer lateral required • REMARKS * 4. fl • .' - -. - • - I -- • - * •__, - - - 4-. . •. • .4- '4 4 I O'K to iss Date .4 If you have any questions about any of the above items identified on this plan - check, please call the Development Processing Department at 438-1161 -- _-*t • - • * • • - . - * • .- , - . . . 7! -- - •' - . - - - - - 4- * - :-.-., , ,• - . -* - , 4 UK 0 21. w a 4 • — - • - -- c- r' ,-' \S•Yry e-Tç' (:, PLANNINGCHECKLIST • • 1 i co co co Plan Check No / C23 Address Z7?L / G/01 Dr Type of Project and Use çoo 4—c+or C's F o) Zone PC (9, LM Use Allowed' YES NO ri m Setback:, Front 20' Side CA. Rear 'I. '• Facilities Management Zone 7 - School District San Dieguito Encinitas Carlsbad San Marcos fl Discretionary Action Required YES NO Type M '• Environmental Required. YES NO X Landscape Plan Required YES NO )< - Comments - -. S . - - .• EL fl Coastal Permit Required YES NO D Additional Comments eov) o 1 OK TO ISSUE DATE I p - - '- '• . - . . 3467 Kunz Street Woodward.lyde Consultants San Oiego,Cahlornia92llO . - . 714-224291.1 • •. . . . • - May 13, 1981 . . . -Project No.. 502161-FC01 . Pacific Scene, Inc. . . .- 3900 Harney Street •- . San Diego, California 92110 Attention Mr. Doug Nystrom ADDENDUM TO FINAL REPORT OF ENGINEERING . . .• . OBSERVATION OF GRADING . AND TESTING OF COMPACTED FILL . -LAKE CALAVERA HILLS, UNIT NO. 1 - • - LOTS .2 THROUGH 141 CARLSBAD TRACT NO. 76-12. -- CARLSBAD, CALIFORNIA Gentlemen: • • . In accordance with your request, we have reviewed the founda- tion recommendation section of our report entitled "Final- Report Report of Engineering Observation of Grading and Testing- of:.-. Compacted . Fill, Lake Calavera Hills, Unit No. 1, Lots 2 •- .- through 141, Carlsbad Tract No. 76-12, Carlsbad, California," dated April 28, 1981.- We recommend in our report that footings be founded at least 12 inches-below finish grade. It is our opinion that the - . - footings may be placed 10 inches below rough as compacted grade providing at least 2 inches of soil is placed against the footing during the fine lot grading.. If you have any questions, please call Very truly yours, WOOD WARD-CLYDE CONSULTANTS Richard P. While • - . • .•. -•- - - - . R.E. 21992 - - • •, • . -- - RPW/SAW/eej • -•• -- - . . Consulting Engineers. Geologists -- - - and Environmental Scientists . -- - • - - Offices in Other Principal Cites . ••i 3467 Kurtz Street Woodward.Cyde Consultants S San Diego. California 92110 714-224-2911 Telex 697-841. - 0 April 28, 1981 Project No. 502161-FC01 '' Pacific Scene Inc. 3900 Harvey Street 0 San Diego, California 92110 Attention Mr. Doug Nystrom - 0 0 FINAL REPORT OF ENGINEERING ' OBSERVATION OF GRADING AND TESTING OF COMPACTED FILL - - LAKE CALAVERA HILLS, UNIT NO. 1 LOTS 2 THROUGH 141 CARLSBAD TRACT NO.-76-12 CARLSBAD, CALIFORNIA Gentlemen: '. In accordance with your request and our proposal dated .. - December 30, 1980 we have provided engineering services in conjunction with the grading of the subject site SCOPE OF WORK Our 'services included -, ° Providing engineering observation of the grading operation, and other subdrains to control ground water, Providing inspection of the placement of canyon subdrain and other subdrains to control ground. - water, - .0 Performing field density tests in the placed and• - compacted fill, .. . O Performing laboratory tests on representative sam- ples of the material used for fill, Providing engineering observation of the under- cutting of highly expansive soils from finish grade and, - - Consulting Engineers. Geologists - and Environmental Scientists 0 Offices in Other Principal Cities - • _k_0 Pacific Scene lL..( April--29, 1981. WcC Jward Clyde Consultants Project No. 502161-FC01 . .,Page2 .0' Providing professional opinions regarding the con- - tractor's general adherence to plans and specifica- tions. . .- SUMMARY OF GENERAL EARTHWORK AND TESTING Site preparation, compaction, and testing were done between January 7 and April 3, 1981. In our opinion, based on our observation and testing, the work performed during that period.' was in general conformance with the Specifications for Con- . , trolled Fill attached to our report entitled "Update Geo- ., technical Investigation for The Proposed Lake Calavera Hills Tract 76-12, Carlsbad, California," dated January 20, 1981. During the grading period, fill was placed, compacted, and tested on fill and cut-fill Lots 2 through 6, 8 through 12, 14 through ,34, 40 through 46, 50, 52 through 63, 69 through 78, ' 81 through 92, 95 through 98, 101, 105 through 111, 118 through. 120, and 122 through 139. Lot 140 remains as' an ungraded open space lot and Lot 141, a future school site, was used as a borrow and stockpile area. Lot 1, designated as a i--' mini park, has not been finish graded and will be reported ' -, when grading is complete.. . . . 'Grading of the site essentially consisted of excavating loose surface and alluvial soils, installing subdrains in the, can- yons, preparing areas to receive fill and making cuts and fills to design grade. .An existing 14-inch watermain located along Glasgow Drive was removed and the void filled with com- pacted soil During, the grading operation, compaction procedures were ob- served, and field density tests were made to help evaluate the - - relative compaction of the placed fill. Field observations and results of field density tests indicate that the fill has been generally compacted to 90 percent or more of maximum dry - •laboratory density as determined in accordance with ASTM 'Test ' 'Method No. D1557-70. For reference, the approximate location - of field density tests and the' limits of compacted fill have . ', been recorded on a copy of the grading plan. The results of .• fielddensity tests, expressed as a percent of maximum labor- atory dry, density (relative compaction'), are given on the ,attached forms. Laboratory tests were made on representative - samples of the materials used for fill. The tests were per-- formed to evaluate moisture density relationships, maximum dry . .. '- density, optimum moisture content, grain size distribution, -. • and plasticity, strength, and swell characteristics. The'. •:.- .results of laboratory tests are attached. 4 Pacific Scene award Clyde Consultants April. 29,, 198 Project-No. 502161-FC01 Page 3. SUMMARY OF FINISH GRADE SOIL CONDITIONS During the grading operation, certain lots were specially treated to provide a specified depth of select soil at rough grade Fill Lots and Fill Portion of Cut-Fill Lots Inspection and laboratory tests indicate that nonexpansive - fill was placed within 2 feet of rough grade on all fill lots and the fill portion of cut-fill lots noted herein. Cut Lots and Cut Portion of Cut-Fill Lots .. On Lots 2 through 6, 8 through 12, 14, 15, 17 through 29, 40. through 46, 50, 53 through 63, 70 through 78, 81 through 84, 92, 95 through 98, 101, 105 through 111, 118 through 120, and 122 through 134, expansive soil was excavated and replaced with nonexpansive fill to a depth of 2 feet below rough lot grade over the entire level lot or along daylight line where expansive soils were encountered. The recommendations pre- ' sented herein are not intended for structures or appurtenances located beyond the limits of the undercut. •. Cut Lots Not Undercut . - Cut Lots 7, 13,35 through. 39, 47 through 49, 51, 64 through 68, 79, 80, 93, 94, 99, 100, 102 through 104, 112 through 117 L. "and 121 were inspected at the completion of grading. The inspection indicated that no expansive soil is evident at rough grade surface. RECOMMENDATIONS Foundations for Structures on Nonexpansive Soils . . We recommend that foundations for single- or two-story (resi- dential) structures placed on nonexpansive, undisturbed soil or on nonexpansive, properly compacted fill be designed for a bearing pressure not exceeding 2000 psf (dead plus live ) loads).- We recommend that footings be founded at least - • 12 inches below finished grade, and- have a minimum width of 12 inches In our opinion, this bearing pressure can be in- creased by no more than one-third for loads that include wind • or seismic forces - •' .• • - • • Pacific Scene Wc( ward Clyde Consultants Project No 502161-FC01 Page 4 Slopes Fill slopes at the site have inclinations varying from approx- - imately 2 to 1 to 1-1/2 to 1 (horizontal to vertical), and are approximately 60 feet high. Fill slopes were treated by pen- odically backrolling with a sheepsfoot compactor and track rolled. We recommend that structures that will not tolerate differential settlements (such as foundations, swimming pools, concrete decks, walls, etc.) not be located within 8 feet of -• the top of a slope. We recommend that footings that are lo-' fl cated within 8 feet of the top of a slope be extended in depth until the outer bottom edge of the footing is 8 feet hori- zontally from the outside face of the slope. Additional Fill and Utility Trenches This report discusses the f111 placement observed by personnel from our firm during the period specified. We recommend that • - any additional fill placed, as well as backf ill placed in utility trenches located within 5 feet of a building and deeper than 12 inches, or backfill placed in any trench lo- cated 5 feet or more from a building and deeper than 5 feet, - be compacted under our observation and tested to verify com- pliance with the earthwork specifications for the project. We -• •- should be contacted at least 24 hours prior to backfilling -•.• operations. Drainage We recommend that positive measures be taken to properly 5 , finish grade each lot (after structures and other improvements are :in place), so that drainage waters from the lot and ad- jacent properties are directed off the lot and away from foundations, floor slabs, and slope tops. Even when these measures are taken, a •shallow ground water or surface water condition can and may develop in areas where no such water condition existed prior to site development; this is parti- cularly •true where a substantial, increase in surface water infiltration results from landscape irrigation LIMITATIONS • The elevations of compaction tests shown as finished grade • (FG) tests on the attached forms correspond to the elevations shown on the Grading Plans for Calavera Hills, Carlsbad Tract 76-12 •dated October 30, 1979 latest revision dated October 8, 1980, prepared by Rick Engineering Company with the exception of Lots 8 through 12 which were raised .7 to 2.0 feet. Ele- vations and locations used in this report were based on field •• surveys done by others. .••-•, ne W( ward Clyde Consultants 'Pacific Sce April 29,* 1§81 ProjectNo. .502161-FCO1 Page 5 The soil conditions described in this report are based on observations and periodic testing. This office should be • notified of any indications that soil conditions are not as described herein We will inspect foundation excavations for each lot if we are requested to do so. . For this report, rough lot grade is defined as that grade set in the field by the grade checker from reference stakes estab- lishedby the surveyor, and represents rough grade at the time we were inspecting the grading operation. Likewise, the indicated depths . of undercutting of expansive soil and/or - • .. . depths of placement of nonexpansive soil were based on the -' . measurements made by and grades set by the contractor's grade . . checker. .. The conclusions and opinions drawn from test results and site inspections apply only to our work with respect to grading, and represent conditions at the date of our final inspection We will accept no responsibility for any subsequent changes made to this site by others, or by. uncontrolled action of - - water, or by failure of others to properly repair damages by uncontrolled action of water. If you have any questions, ,- . .please give us a call. Very truly yours, WOODWARD-CLYDE CONSULTANTS - I - RiOhard P. While • R.E.21992 RPW/DT/mm Attachments (4) - •• - • 'IMPACTION TEST RESUL1J( JOIS NAME LAKE CALAVERA HILLS, UNIT 1 DATE REPORTED 4/29/81 Jo. NUMIER 502161-FC01 DATES COVERED JANUARY 16, 1981 THROUGH APRIL 9, 1981 PAGE 1 OF 10 - - MOISTURE FIELD LABORATORY RELATIVE DATE YST RETEST LOCATION ELEVATION CONTENT DENSITY DENSITY COMPACTION - - MUMMER or OF TEST % DRY WY. PCF PC? % Or LAS. DENS. JAN 16 1 LOT 31 - 140' 12.4 110.1 120.0 91- 2 LOT 31 ' 144' 13.6 111.7 120.0 93 3 LOT 52 152' 13.9 110.0 120.0 91 -: .,- . 4 ' LOT 89 168' 13.4 109.0 120.0 90 - 5- LOT 86 ' 184' 14.2 '109.4 120.0 -91 6. , LOT 84 215' 13.8 111.2 120.0 92 7 LOT 82 226' 13.3 108.6 120.0 90 - JAN 17 '-- 8 '- '' LOT 31 , 148' .13.9 110.5 120.0 9 LOT 91 160' 14.5 110.3 120.0 91 '. 10 - LOT 31 ' 156' 13.0 109.3 120.0 91. 11 LOT 52 158' 12.5 108.8 120.0 90 12 , LOT 90 167' 12.7 109.2 120.0 91 ''13 '. LOT 88 171' 13.6 110.0 120.0 91- 14 LOT 44 192' 13.9 109.4 120.0 91 JAN '20 ' ' .15 . ' " LOT 31 ' 160' 9.0 ' 106.6 125.5 84'' '16 . , LOT 52 ' ' 164' 9.2' 107.5 125.5 . 85" 17 15 LOT 31 160' 12.4 115.0 125.5. 91 -. . 18,- - .16 LOT 52 ,' 164' 13.1 113.6 125.5 ' 90. '19- - LOT 90 175' 11.9 113.4 125.5 '90 - 20 ., •- LOT 88 . 180' 12.7 106.4 ' 115.5 92' 21 LOT 86 190' 12.9* 104.7 115 .51, 90 22 LOT 84 220' 12.0 114.9 125.5 91 - 23 LOT 32 168' .11 .7 114.3 125.5 92 24 LOT 53 175' 13.2 104.8 115.5 90 25 LOT 91 179' 14.7 105.1 115.5 91 -' 26; LOT 56 185' 13.1 105.5 '115.5 91 . . .27 - , - LOT 88 185' 12.5 115.4 125.5 - 91 28 - - LOT 85 - 203' 13.2. 116.1 125.5 - 92' 29 LOT 87 190' 12.8 114.7 125.5 91 .JAN; 21 ' '30. ' - LOT 32 ' ' 172' 11.1 112.1 118.5 94 31'- - LOT 52 178' 11.4 108.9 118.5 91' 32 .' - - -LOT 55 , . , 182' 13.4 105.5 115.5 91 33' -, LOT. 89 . 188' 12.9 105.0 115.5 - 91 ' 34 , - LOT 57 - 195' 14.6 104.1 115.5 90 35 LOT 87 193' 14.6 104.1 115.5 90 . - -'.. 36 - ' ' ' LOT 59 208' - 11.8 113.9. 125.5 90 37 . , LOT 86 - 200' 12.4 114.9 125.5 91. 38 LOT 85 206' 13.-0 104.6 115.5 -90 39 LOT 83 225' 12.7 109.6 118.5 92 40 LOT 84 227' 11.2 107.3 118.5 90 41 - WT 88 189' 14.1 104.3 115.5 ''90 42 LOT 90 186' 11.2 L07.8 118.5 91 - - 0 , - -. - .• ArA Wood ardClydeConsuttants mW wt 4/28/81.' - - 0 ' - - . CONSULTING SPIGIN69011. GEOLOGISTS AND £NVISONMSNYL SCIENTISTS - .OMPACTION TEST RESULT CALARA HI LLs( , UNIT 1 - JOd NAME LAKE DATE REPORTED 4/29/81 Jon NUMBER 502161-Fco1 DATEs COVERED JANUARY 16, 1981 THROUGH APRIL 9, 1981 PAGE 2 Or 10 DATE - TEST NUMSER RETEST OF LOCATION ELEVATION MOISTuRE CONTENT FIELD DENSITY LABORATORY DENSITY RELATIVE COMPACTION OF TEST % DRY WT. PCF PCF % Or LAR. DEg.. JAN 22 43 - LOT 32 178' 13.7 105.8 115.5 91 14 -• 44 LOT 54 185' 13.1 105.2 115.5 91 45 - LOT 57 200' 12.8 104.6 .115.5 90 LOT 85 217' 13.6 105.0 115.5 90 47 LOT 87 212' 11.5. 104.4 115.5. 90 48 . LOT 56 201' 13.1 102.2 115.5 88 .' 49 LOT 31 182' . 12.1 100.8 115.5 87 50 LOT 91 195' 13.4 102.4 115.5 88,. JAN 24 .. 51. LOT 135 225' . 13.1 111.0 120.0 92 52 LOT 134 228' 13.8 110.0 120.0 91 - . 53 LOT 124 . . 180' 13.0 110.4 120.0 . 92 - LOT 124 - 185! 12.4 112.2 120.0 93 •. 55 50 . LOT 91 . 195' 14.4 106.4 115.5 92 56 . 48 . - LOT 56 . 201' 14.2 103.0 115.5 89 57. 49 LOT 31 182' 13.1 101.2 115.5 87 . 58 LOT 60 210' 13.9 105.6 115.5 91 59 . LOT 61 214' 14.2 108.9 118.5 91 60 . LOT 57 • 205' 14.2 102.2 115.5 LOT 58. . 208' 15.1 105.6 115.5 .91 JAN 29 62 56 LOT 56 201' 15.5 105.4 115.5 91 63 60 . LOT 57 205' 14.9 105.0 115.5 90- 64 LOT 61 217' 13.7 107.3 118.5 90 LOT 59 215' 14.4 L09.5 118.5 92 66 . LOT 135 231' 15.0 109.1 118.5 . 92 -.. 67 LOT 134 234' 16.1 108.7 118.5 91 JAN 30 68 57 . LOT 31 182' 14.3 105.2 115.5 T 91 69 LOT 43 .. . 175' 15.1 107.9 118.5 91 70 -. LOT 43 . . 178' 14.7 107.2 118.5 90 FEB 2 71 LOT 135 237' 16.7 100.3 110.0 90 -. . 72 . LOT 134 . 240' 16.9 101.7 110.0 . 91 73•• LOT 136 252' 130 114.5 125.5 91 74. . . LOT 138 . . . 261' 13.4 113.4 125.5 90 ' .75 LOT 135 - 243' 15.5 108.4 118.5 91 76 LOT 137 255' 14.9 107.4 118.5 90 FEB, 3, 77 -. LOT 139 269' 22.2 96.1 105.5 - 91 -'-a - 78 LOT 134 . . 247' 22.9 95.9 105.5 . 90 79 - LOT 136 - 258' 23.4 97.4 105.5 - 92 80 .- . '. LOT 138 . 265' 18.5 103.2 112.0 - .. 92 81 . -- .Lp35 250' 17.5 103.8 112.0 - 92- 82 LOT 137 259' 16 ..2 102.8 112.0 91 ArA Woodward-Clyde Consuttants _wt 4 /28/81 CONSULYINO CHGOWNSIPS. GEOLOGISTS NO SNWISONSNTL SCISN1IS$ - (PMPACTION TEST RESULT v' .JOJ NAME LAKE CALAVERA HILLS, UNIT 1 DATE REPORTED 4/29/81 JoaNuNaER .' 502161-FC01 - DATES COVERED JANUARY 16, 1981 THROUGH APRIL 9, 1981 PAGE op, 10 DATE 1IY RETEST - LOCATION ELEVATION soIsyu& CONTENT P5(1.0 DENSITY .AOATOY DENSITY RELATIVE COMPACTION • NUM•ER - Of Or TEST % DRY WT. PCP PCP S Or LAID. DENS. - FEB-4 83 LOT 134 253' 18.9 102.4 112.0 91 84 LOT 136 261' 18.3 101.6 112.0 90 85 LOT 138 268' 13.7 115.0 125.5 91 86 " • LOT 135 256' 15.6 109.0 118.5 " 92 -' . -• 87 - LOT 137 263' 15.0 107.2 118.5 90 H 88 LOT 134 257' 15.6 107.8 118.5 0 FEB 5 89 LOT 124 192' 17.6 102.8 112.0 91 :- -90 LOT 124 195' 18.4 102.3 112.0 91 - 91 . LOT 129 215' " 17.3 101.9 112.0 91"- - T 92 . LOT 135 259' 17.7 102.3 112.0 91 .FEB-6 '-93 LOT 43 ' 180' 16.0 ' 104.5 115.5 90 94 - LOT 44 195' 15.5 106.7 115.5- 92 - • .' 95 - LOT 124 197' 17.6 101.9 112.0 91 96 -. LOT 124 200' 17.9 102.7 112.0 91 -'97 LOT 129 , 220' 14.7 108.2 118.5 91 98 ' LOT 129 225' 15.3 109.0 118.5 92 99 LOT 129 228' 16.8 102.8 112.0 91 --- - - , FEB 17 100 LOT 43 183' 18.0 103.6 112.0 92. 101 LOT 44 198' 19.7 104.1 112.0 '-- 92 102 LOT 43 186' 19.0 102.3 112.0 91 ',. FEB '18- 103 - LOT 43 189' 18.5 104.9 112.0 I, 93 104- LOT 44 200' 16.9 102.6 110.0 93 - 105' LOT 120 205' 14.7 109.2 118.5 92 - 106 LOT 119 - 211' 13.9 108.2 118.5 ' 91 - -' FEB 19 107 LOT 43 192' 15.2 109.4 118.5 92' - 108 LOT 124 205' 17.7 106.4 115.5 92 -: - 109 ' LOT 124 210' 16.4 104.8 115.5 90 110 LOT 124 215' 15.7 107.2 118.5 90 111 LOT 123 220' 13.0 99.6 J12.0 88 112 LOT 130 231' 12.7 114.4 125.5 91 113 LOT 129 - 234" 13.7 106.9 118.5 9O - 114 LOT 128 236' 14.0 97.9 112.0 87 FEB 20 115 LOT 15 220' 12.7 114.5. 125.5 91 - - 116 LOT 18 203' 13.2 113.2 125.5 90- 117 LOT 20 - 195' 13.9 109.8 118.5 92 118 - ; LOT 22 184' 14.7 109.9 118.5' - '92 119 LOT 24 159' 16.9 103.2 112.0 92 - " - 120 , LOT - 26 153' 17.2 102.4 112.0 91 -, .-'-. - • - ' - - - -' -- - - - ' Woodward.ClydeConsuftants @ wt 4/28/81 - -. - - CONSULTING ENGINEERS. AND ENVIONSNTL SCIENTISTS GEOLOGISTS - -- CIPACTON TEST RESULTS C AAMS LAKE CALAVERA HILLS, UNIT 1 DArE REPORTED 4/29/81 f 502161FC01 DATU COVERED JANUARY 16, 1981 THROUGH APRIL 9, 1981 PAGE or 10 - - MO)•TU*B FIXLD LA.O*ATOaY B(AT,vE DATE TEST RETEST LOCATION £1.1 VATION CONTENT D&NIITV DENlTT CONPACTIO$ op OF TEST % OSY WY. PC Oce S OP LAB. OLMS. FEB 20 121 r LOT 28 147' 13.7 113.9 125.5 90 .122 , I.OT'29 140' 12.7 113.6 125.5 90 123 . LOT 27 153' 14.1 114.2 125.5 ' 90, 124 LOT 29 144' 13.5 113.7 125.5 90 FEB 23's 125 LOT- 14 223' 14.5 108.3 118.5 91 126 . LOT 16 227' 16.4 104.8 115.5 90 -127 LOT 27 156' 15.0 98.6 112.0 88 - 128 '127 LOT 27 • 156' 17.1 104.4. 112.0 • 93 129 LOT 19 200' 16.8 103.3 113.0 91 T3'oIh 192' 13.9 115.6 125.5 92 131 LOT 25 170' 18.6 99.2 112.0 88 131 LOT 25 - 170' 18.8 102.3 112.0 91 133 LOT 23 190' 16.7 102.0 112.0 91 134 . ' LOT 25 ' . 175' 18.2 103.2 112.0 92 135. LOT 29 145.' 17.5 103.2 112.0 92 136 LOT 28 154' 16.3 102.3 112.0 91 ( 137 LOT 26 160' 15.1 108.4 118.5 91 138 . :- LOT 27 166' 15.9 109.1 118.5 91 FEB.24 ' 139 ;-- WT 24 , ' 171' 14.6 111.0 118.5 93 140-. .' LOT 22 - 193' 15.9 104.9 115.5 90 141 LOT 20 201' 14.4 110.7 118.5 93 142 . '. LOT 18 • -. 208' 16.8 103.5 112.0 92- 143 .' LOT 16 231' 17.6 102.2 112.0 91 . 144 LOT 14 233' 17.0 102.5 112.0 91 , -145- - LOT 15 234' 16.5 101.4 112.0 90 146 - LOT 16- , 237' 16.2 103.0 112.0 92 147 LOT 17 214' 16.7 104.9 115.5 90 148 - LOT 18 , 212' . 15.5 110.0 118.5 ' 92 149 LOT 19 206' 14.4 108.8 118.5 91 195' 15.9 109.7 118.5 92 151 ' WT 23 180' 16.7 101.8 112.0 - . 90 152 , '' ' LOT 25 175' 18.9 103.3 112.0 , '92 153 LOT 27 160' 17.5 . 104.2 113.0 92' 154 LOT 28 175' 17.8 103.5 113.0 91 .4 FEB 25' 155 -' LOT 17 235' 16.7 102.2 112.0 -91 156 . . • LOT 15 237' '16.9 103.3 -. 112.0 . -... 92 .- 157 . LOT 16 ' 239' 14.7 110.8 118.5 . 93 158 LOT 17 238' 15.5 105.2 115.5 :91 159 LOT 14 240' .13 .1 114.0 125.5 90 160 . . ' LOT 16 242' 17.3 101.5 112.0 ' - 90' 161 . - LOT 15 242' 14.5 110.4 118.5 ' . .93.' 162 LOT 11 252' 15.4 107.5 118.5 90 - .. - Woodward Clyde Consultants To wt 4/28/81 . . ,. - - CO$U?,NG INCINISSI. IOI.OG$Tl ,.o owiv*,. lCSNYlYl - • cJMPACTION TEST RESULT( MAuE LAKE CALAVERA HILLS, UNIT 1 DATE REPORTED 4129/81 ( in Nuuaa DATES COVERED JANUARY 16, 1981 THROUGH APRIL 9 1981 PAGE 5 Or 10 - DATI TI$Y NUM•R H&TCST OP LOCATION £LEVATION NOISYURa CONTENT ,I&.0 DENSITY LABORATORY DENSITY RRLATIVI COMPACTION OF TEST % DRY WY. PCP PCF S OF LAM. DENS. FEB 25 '., 163 LOT 10 254' 14.9 107.0 118.5 '90 164 LOT 12 254' 15.9 109.0 118.5 92 165 LOT 12 256' 15.4 107.9 118.5 90. 166 LOT 11 258' 13.7 100.9 118.5 82 167 .. LOT 12 258' 12.5 98.6 118.5 83 - 168 LOT 17 240' 12.6 114.1 125.5 90 FEB 26 169 LOT 18 220' 15.7 111.0 118.5 93 170 LOT 20 216' 18.4 103.5 112.0. 92 171 LOT 22 209' 13.5 115.2 125.5 91 : 172 - LOT 24 197' 14.2 109.7 118.5 . 92 173 LOT 26 . 187' 14.8 110.7 118.5 " 93 174 LOT 18 226' 14.2 110.3 118.5 93 175. 166 LOT 11 . 258' 15.9 109.3 118.5 92 176, 167 LOT 12 . 258' 14.5 110.0 118.5 . 92 - 177 LOT 10 . 260' 14.1 105.0 115.5 91 178 LOT 11 261' 14.0. 109.4 118.5 92- -179 . LOT 12 262' 14.7 107.8 118.5 90' ( 180 111 LOT 123 220' 18.5 102.0 112.0 91 FEB 27 181 LOT 124 221' 17.2 104.4 112.0 93 182 LOT 124 223' 17.5 104.4 113.0 92 - 183 LOT 123 226' 16.7 103.7 113.0 - 91 .184. LOT 124 229' 16.8 . 102.3 113.0 90 185- LOT 123 . 232' 17.7 104.0 113.0 92' - 186 LOT 124 . 235' 18.6 102.6 113.0 90 - 187 114 LOT 128 - . 236' 18.3 102.7 112.0 91 188 LOT 130 239' 16.7 105.7 115.5 91 • 189 LOT 129 241' 15.9 104.6 115.5 90 190 .' LOT 23 . 206' 14.4 109.9 118.5 92, -: 191 . LOT .85 200' 13.5 107.6 118.5 90 192 . LOT 27 182' 14.0 111.1 118.5 93 193 . LOT 29 167' 15.2 108.8. 118.5 91 194 LOT 128 244' 13.9 108.4 .118.5 91 MAR 9 195 . LOT 5 '' 263 16.6 104.3 113.0 92' 196 LOT 6 273' 17.1 103.2 113.0 91 ' 197 LOT 29 175' 17.7 100.9 111.5 90 198 LOT 27 .190' 17.4 102.1 111.5 , 91 199 - ,. LOT 25 205' 14.8 109.6 118.5 -92. 200 LOT 5 267' 16.1 101.7 113.0 90 201 LOT 5 269' 16.9 102.9 113.0 91 202 LOT 4 2641 16.0 101.2 '111.5 90 - 203 LOT 1 264' 18.5 101.5 111.5 90 - . 204 , LOT 1.30 241' 17.2 100.1 111.5 -- . 90 ArA Woodward.Ctyde Consultants wt '4 /28/81 $CIINT$STS - COMPACTION TT RESULT ( E CALAVERA HILLS, UNIT 1 OATCRCPORTED 4/29/81 :1 FCO1 itiARY 16, 1981 THROUGH APRIL 9, 1981 PAGE 6 o,. 10 W.L.ATIVE - MOISTU** FULD LABORATORY CTUT. . or * . LOCATION . CLCVATIOM OF TEST GONNT % D*Y WY. DMSITY PC? DINSITY PCP COMPACTION % OF LAS. DENS. LOT 29 180' 14.7 104.9.115 5 90 LOT 28 .187' 16.6 106.7 115.5 92 LOT 27 199' 14.9 105.7 115.5 91 LOT 5 271' 15.8 103.4 113.0 91 LOT 4 -. 267' 16.5 101.8 113.0 90 . LOT 29 185' 14.6 107.9 118.5 . 91 LOT 28 .. 194' 14.9 108.8 115.5 94 LOT 4 270' 18.9 101.2 111.5 90 LOT 1 .- 270' 17.2 103.8 115.5 90 LOT 43 195' 17.7 104.4 113.0 92 - • 'LOT 29 190' 13.7 107.5 118.5 90 LOT 28 196' 14.2 109.1 118.5 92 .LOT 27 . 201' 13.5 104.7 115.5 90 LOT 1., 226' 17.7 102.5 111.5 91 LOT 29 . 196' 15.3 107.9 118.5 91 LOT 28 198' 14.9 107.6 118.5 90 LOT 137 - 266' 15.9 109.6 118.5 92 LOT 128 . 243' 16.2 102.2 113.0 90 LOT 18 226' 14.5 110.5 115.5 95 . LOT 129 245' 17.8 102.4 112.0 91 LOT • 26- 204' 14.3 106.6 117.0 91 LOT 25 . 207' 15.0 107.1 117.0 91. LOT. 24 . . 209' 14.7 109.9 118.5 92 LOT. 23 211' 15.4 107.1 113.0 94 LOT 22. 215' 16.5 105.0 115.5 90 - z 1-1 218' 15.6 106.8 117.0 91 LOT 20. 222' 14.9 108.4 118.5 91 LOT 19 . • 224' 15.6 108.9 118.5 91 LOT 53 . 182' 16.6 104.3 115.5 90 LOT 52 . 185' 16.8 108.0 115.5 93 LOT 52 . 188'. 13.1 110.8 118.5 93 LOT 85 • . 217' . 15.6 104.5 113.0 92 LOT 87•. 216' 12.7 109.2 118.5 92 : LOT 89 200' 13.9 110.1 118.5 92 r LOT 53 . 192'. 15.2 102.6 113.0 90 LOT 90 . 203 1 16.6 104.9 115.5 90 LOT 95 . FG 219.2' 14.5 108.4 118.5 91 LOT 96 FG 218.7' 14.7 107.7 118.5. 90 LOT 97 •. FG 217.9' 15.0 107.9 118.5 91 LOT 98 - • FG 217.6' 13.6 107.3 118.5 90 LOT 92 • FG 215.3' 15.9 105.6 115.5 91 -• .• • ArA Woodward-Clyde Consultants mW CON$ULTl.S S JLOCIS?$ - (MPACTION TEST RESUL1( - LAKE CALAVERA HILLS, UNIT 1 DATE REPORTED 4/29/81 .(Jon NUMIJER 502161-FCO1 . S DATES COVERED JANUARY 16, 1981 THROUGH APRIL .9, 1981 PAGE 7 Or 10 *&LATIVE COMPACTION DATE its? MLTS$T LOCATION ELEVATION MOISTURE CONTENT FIELD DLNUITV LABORATORY D(NSIYT NUM5R OF OF TEST OAT WY. PCF PCP % Or LAS. OEIIL MAR 13 -. 246 LOT 86 223' 15.7 107.1 117.0 91. 247 LOT 88 215' . 14.9 106.8 117.0 91. ... 248 1, LOT 90 206' 14.2 109.1 117.0 93 249 LOT 52 195' 15.1 109.3 117.0 .250 LOT 32 •' 181' 20.4 95.2 113.0 84 251 . 250. LOT 32 181' 14.9 108.2 118.5 91 252 LOT 17 FG 242.7' 15.4 108.4 117.0 92 253 . . .. LOT 16 FG 244.0' 13.0 1-10.0 118.5 . 92 254: . ' LOT 15 FG 244.3' 14.9 .109.7 117.0 93 255 LOT 18 228' . 14.9 108.9 118.5 91 " 256 LOT 87 219' 14.3 107.2 118.5 91 . MAR 16 257 -. LOT 218 FG 230.4' 16.9 100.7 110.0 - 91 .. 1=252 , . . L'r'2I FG 220.6' 17.8 110.9 117.0 94 259 . .'. . LOP 24 FG 211.9' 16.5 110.2 117.0 94" •5 260 .., LOT 25 FG 209.0' 15.9 112.3 117.0 96 261 LOT 26 FG 206.1' 16.7 109.0 117.0 93 262 WT 14 ' FG 244.0 1 15.5 109.5 118.5 92 263 LOT 32 184' 15.9 111.5 118.5 . . - (. 264 .. LOT 89 209' 16.0 105.6 115.5 91 265 . LOT 22 . FG 217.7' 16.6 112.0 117.0 95 266 LOT 23 FG 214.8' 15.6 110.2 115.5 93 ' - 267 LOT 27 FG 203.1' 15.7 .112.7 115.5 95 268 LOT 85 225' 14.7 110.6 115.5 93 269 LOT 53 197' 14.1 107.2 115.5 90 270 LOT 52 • 198' . 16.4 106.6 115.5 92 • 271 '- LOT 56 . . 207' 15.7 105.2 115.5 91 . 272 LOT 55 204' 16.9 106.4 115.5 92. -' MAR 17 273 . LOT 91 202' 14.2 106.6 115.5 92 . .' 274 LOT 28 '. FG 200.2' 16.2 112.2 117.0 95 - 275. LOT 53 FG 200.0' 16.9 100.3 110.0 91 276 LOT 88 . . 215' 17.2 106.3 115.5 92 - . 277 LOT 54' FG 202.9. 13.5 107.4 118.5 90 278 ' LOT 86' 223' 16.9 105.6 115.5 91 279 LOT 91 . FG 205.6' 15.6 112.1 117.0 95 280 . LOT 32. 187' 15.8 111.1 118.5 93 281 LOT 52 . FG 201.6! 16..8 111.4 117.0 95 '282 LOT 90 FG 209.5' 15.5 107.8 117.0 .92 283 . LOT 29 . FG 198.01. 14.9 109.5 118.5 . 92 284 LOT 33 192' 15.5 110.6 118.5 92 285 LOT 85. * ' FG 227.1' 16.4 103.7 '110.0 . 94 - 286 LOT 86 FG 225.1' 14.9 105.6 117.0 90 :. 287 - • .' LOT 87 218' 15.7 108.8 118.5 91 - OA Woodward. Clyde Consultants mW wt 4/26/81 ' ' S . CONSU1.T•PO INGINISaS. • NO NVSONINTL •C•SNT$STS U COMPACTION TEST RESULI..( Jo1a NAME LAKE CALAVERA HILLS, UNIT 1 DATE REPORTED 4/29/81 JOB NUMBER. 502161-FC01 DATES COVERED JANUARY 16, 1981 THROUGH APRIL 9, 1981 PAGE 8 , 10 MOISTURIK YIELD LA•OSATORY RELATIVE' DATE TISY RETEST LOCATION ELEVATION CONTENT DENSITY DENSITY COMPACTION NUMBER or . OF TEST % DRY WT. PCF PCP S Or LAS. DENS. MAR 18 288 LOT 87 FG 221.2' 14.4 109.7 119.0 92 289 LOT 88 FG 217.3' 13.8 108.7 119.0 91 290 LOT 84 230' 14.5 110.0 118.5 92 291 LOT 83 228' 15.2 108.1 118.5 91 .' 292 LOT 84 232' 13.7 108.0 118.5 91 293 LOT 89 FG 213.4' 14.0 109.5 119.0 92 .294 LOT 55 FG 206' 14.9 109.0 118.5 92 - 295 LOT 56 FG 209.1' 12.8 109.8 118.5 92 296 . - LOT 57 FG 212.2' 14.7 108.1 119.0 90 '- 297 - -LOT-31 188' 15.0 105.3 115.5 91 298 LOT 30 190' 14.6 108.4 118.5 91 MAR 19'.,-:%--",299,.LOT 83 234' 16.2 106.4 115.5 92 300 LOT 31 190' 16.7 107.6 115.5 93; 301 • - LOT 60 FG 222.9' 15.0 108.0 118.5 91 302 LOT 61. FG 221.5' 15.5 109.0 118.5 91 303 LOT. 50 193' 16.9 104.2 113.0 92 - 304 LOT 58 FG 215.3' 16.0 107.1 117.0 91 305 LOT 59 FG 218.4' 14.9 111.2 118.5 93 306 LOT 82 230' 14.1 108.4 118.5 91 307 •' LOT 19 FG 226.9' 13.8 112.1 119.0 94 308 - LOT 20 FG 223.9' 14.2 109.4 119.0 92 309 LOT 33 194' 16.7 105.5 115.5 91 MAR 23 310 LOT 30 195' 16.7 106.6 115.5 92 :311 LOT 32 196' 17.5 106.0 115.5 91 312 LOT 31 190' 13.7 107.6 118.5 90 .313 LOT 33 196' 14.9 108.9 118.5 92'' 314 LOT 82 234' 17.0 102.9 113.0 91 MAR 24 ., 3151 LOT 109 FG 241.6' 15.5 111.6 118.5 94 316 , LOT 108 FG 240.5' 14.8 109.1 118.5 92 - 317 .': LOT 107 FG 238.6' 15.1 109.3 118.5 92 - 318 , - - LOT 106 FG 231.5' 14.4 110.1 118.5 92 - 319 LOT 105 FG 231.2' 14.8 108.3 118.5 , 91 320 LOT 32 FG 198.8' 16.2 107.7 117.5 91 321 LOT 33 FG 199.5' 15.7 108.6 117.5 92 -; '322' LOT 62 FG 232.6' 16.5 109.0 117.5 92., -'323 : LOT 63 FG 236.7' 14.9 106.3 117.5 90 324 LOT 34 FG 199.81 14.7 108.0 118.5 91 MAR 25 325 LOT 70 FG 264.9' 14.9 108.2 117.5 92 326 ' ' LOT 69 FG 261.0' 14.2 107.9 117.5 91 327 LOT 71 FG 268.3'. 14.7 109.6 117.5 93 328 LOT 139 271' 17.7 102.6 111.5 92 329: LOT 101 FG 230.6' 15.3 106.2 117.5 90 1330, LOT 110 FG 240.2' 14.5 109.2 118.5 ArA :92: Woodward-Clyde Consultants qW wt -A/29/81 : - - aND (NVIRONMSNT*I. SCIENTISTS - COMPACTION TEST RESULT.( JOi NAME LAKE CALAVERA HILLS,• UNIT 1 Jon NUMBER '502161-FC01 DATES COVERED JANUARY.16, 1981 THROUGH APRIL 9, 1981 DATE REPORTED 4/2 9/81 , '9 10''. PAGE Or -, - DATE TUT RETEST ' LOCATION NUMBER OF ,MAR 25 331 ,, . LOT 129 332. ' -' .. LOT 130 • : 'LOT 131 MAR 26 ' 334. LOT 72 335 LOT 73 336:. LOT 74 ,337 LOT 75 MAR 27 :- '338 , - LOT 111 339 ' "' ' LOT 30 340 -' 'LOT 31 341 ' . LOT 76 342.-' LOT 77 MAR 30 - .- 343 "- LOT 132 344 LOT 133 MAR 31. 345 LOT 134 .-,346 ' " LOT 135 .347 '' LOT 127 348 - LOT 128'- 349 ' LOT 129 350 LOT 130 APR' 1. 351' ' " - LOT 43 352 LOT 131 353 ' .- ' LOT 118 .354 '. LOT 119 355 LOT 81 -... 356 LOT 82 'APR 2" 357' ' 'IDT'i22 - 358 , LOT 123 359 LOT 124 360 ' " LOT 125 361 ' LOT 126 -' 362 LOT 120 APR '3' 363 '' LOT 136 364 '- ', LOT 137 '365 .: LOT 138 366 LOT 139 367.' ' LOT 78 368 ' ,'L0T83 -- -. 369 - ' •. LOT 84 ' wt 4/29/81 MOISTURE FIELD LABORATORY RELATIVE ELEVATION CONTENT DENSITY DENSITY COMPACTION OF TEST %D•Y WT. PC? PC? S or LAID. DENS. 247'' ' 15.2 106.7 115.5 ,' 92, 247' 15.8 105.8 115.5 , 91, 200.7' 14.8 110.6 118.5 , 93 272.5' 14.2 110.2 119.0 92 269.'5 15.7 109.3 118.5 92 266.6' 15.1 109.1 118.5 92 261.7' 15.9 110.4 118.5 93 237.8' 14.9 107.9 117.5 91 197.3' 15.7 111.1 117.5 - 94 192.5' 13.9 108.0 118.5 91' , 255.5' 14.9' 111.2 1i7.5 94'.' 250.5' 15.7 110.9 117.5 94 251.5' 14.7 111.2' ' 117.5 93- 255.1 1 15.5 110.2 117.5 - '93', 259.0' 15.7 109.9 117.5 262.4' 15.0 109.6 118.5 248.0' 15.4 112.7 118.5 '95 249.2' 14.2 109.7 118.5 -92 249.5' 14.5 108.9 118.5 91 249.5' 14.9 107.0 117.5 ' 91,. 196' 17.5 106.0 115.5 ' 191 249.2' , 14.5 110.8 118.5 93', 216.3' 14.4 108.9 118.5 , 92 -' 213.2' 15.2 107.9 118.5 91 , 238.8' 15.5' 104.3 111.0 94 237.2' 16.2 , 103.0 111.0 - 92 237.1' 13.8 109.6 117.5 93 237.5' 14.0 108.0 117.5 , 91 - 237.5' 13.2 107.6 117.5 ' ' 91- 237.1' 14.4 108.3 117.5 92 236.2' 13.9 109.6 117.5 , 93 210.1' 13.4 108.6 118.5 91 265.8' 13.5 107.0 117.5 ' 91 269.2' 14.5 ' 111.8 118.5 ' 94. 272.6' 15.2 110.2 118.5 . 93.' - 273.6' 13.7 107.3 117.5. '91'- 243.5' 12.7 108.0 118.5 '91, 235.6' 13.8 110.6 118.5 93 234.0' 14.1 107.1 118.5 90 Woodward-Clyde Consultants COMSULTIIO ENGIHIIS•, GEOLOGISTS AND •NVIRONMINT*L SCIENTISTS FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG MPACTION TEST RESULT Joa NAME LAKE CALAVERA HILLS, UNIT 1 DATE REPORTED 4/29/81 '-Jos NUMBER 50216 1-FCO1 DATES COVERED JANUARY 16, 1981 THROUGH APRIL 9, 1981 PAGE 10 or 10 DATE - TIlT RETEST NUMBER OF - LOCATION ELEVATION MOISTURE CONTENT FIELD DENSITY LASORATORY DENSITY RELATIVE COMPACTION OF TEST % DRY WY. PVF PCP % OF LAS. DENS. APR 6- ' 370k LOT 1 273' 13.9 110.2 119.0 •. 92 - ,371 LOT 19 FG 264.0' 15.4 111.4 119.0 93 372 LOT 11 FG 263.5' 14.9 112.9 119.0 94 373 LOT 12 FG 263.21 15.2 112.1 119.0 94' -374 LOT 9 PG 264.4' 14.7 113.0 119.0 95 375, LOT 8 FG 265.1' 14.9 111.4 119.0 93 • 376,. LOT 5' FG 273.0' 14.5 110.1 119.0 92 4 377 LOT 6 PG 275 5' 16.9 104.4 118.5 92 'APR _7'- 378, . LOT 43 198' 15.9 106.8 115.5 92. . 379 LOT 43 . 200' 14.2 107.1 117.5 91 '. '380 "' .- LOT 42 FG 202.6' 14.7 109.4 119.0 91 381 , LOT 43, FG 202;6' 15.2 110.5 117.5 94 '-' 382 , LOT 44 PG 202.0' 14.1 112.7 119.0 94 •' 383 LOT 45 PG 202.4' 15.0 110.2 117.5 93' 384 , LOT 46 FG 202.8' 15.6 109.9 117.5 93 APR 8 385 LOT 40 FG 202.7' 14.5 107.9 117.5 91 386 LOT 41 PG 202.4' 15.0 110.0 117.5 93 'APR 9" 387 LOT 2 PG 275.41 14.1 108.3 117.5 92 388 LOT 3 FG 274.8' 15.0 110.2 117.5 93 •.'J 389 LOT 4 PG 273.2' 14.8 109.8 118.5 92 , •' . ' - - -9 ' ---:.--- '- - ' .. .- -.- .- - - - 4/29/81 Woodward Clyde Consultants ArA 'S - ' CONSULTING (NCINII5. GIOOGISt$ AND SNVINONMSNT*I. SCISNYISTS - SAMPLE LOCATION 1 LOT 32 2 LOT 95 3 L0T35 40 LABORATORY COMPACTION TEST METHOD: ASTM D 1.557 70 A PLASTICITY CHARACTERISTICS 1 2 3 Liquid Limit, % - - Plasticity Index, % - - - Classification by Unified Soil, Classification System SM—SC ISM—Sc SM—SC ZERO AIR VOIDS CURVES —2.80 SG —2.70 SC - 2.60 SG 2.50 SG ICOBBLESI GRAiVEL I ci SAND SILT & CLAY1 • • ___ • ___ __ ___•i__ ___•ui l_ ;L 1L Li II1 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE. mm MECHANICAL ANALYSIS -- -. DIRECT SHEAR TEST DATA 1 2 Dry Density, pcf - 104 - Initial Water Content, % - 14 - Final Water Content, % - 19 - Apparent Cohesion, psf - 600 - Apparent Friction Angle, degrees - 26 SWELL TEST DATA 1 2 Initial Dry Density, pcf - Initial Water Content, % - Final Dry Density, pcf - - Final Water Content, % - - - Load, psf - - Swell. percent -_-_-_-______'w 1 _UURRRUfl Maximum-Dr - .. I l.!ffk uuI Optimum Moisture N- - • -.wt 4/29/81 W000WARD-CLYDE CONSULTANTS FILL SUITABILITY TESTS• LAKE CALAVERA HILLS, UNIT 1 DRAWN BY: 5h { CHECKED BY: PROJECT NO: 502161—FC01 DATE: 4/29/81 FIGURE NO: DIRECT SHEAR TEST DATA 4 5 6 Dry Density, pcf 107 100 102 Initial Water Content, % 14 17 16 Final Water Content, % 18 22 21 Apparent Cohesion, psf 800 800 800 Apparent Friction Angle, degrees 16 1 19 1 [WELL TEST DATA 4 5 ' 6 Initial Dry Density, pcf 109 99 103 - Initial Water Content, % 14 17 17 Final Dry Density,'pcf 108 99 103 Final Water Content, % 18 23 21 Load, psf 160 160 160 Swell, percent 0.4 0.7 1.2 PLASTICITY CHARACTERISTICS 4 5 6 Liquid Limit, % - 33 --Soil__ Plasticity Index, % - - 8 Classification by Unified Classification System SC—SM SC—SM SC—SM ZERO AIR VOIDS CURVES —2.80 SG —2.7OSG 2.60 SG 2.50 SG SAMPLE LOCATION 4 FILL LOT31 5 LOT 33 6 LOT 17 40 LABORATORY COMPACTION TEST METHOD: ASTM 0 1557 70 A C COBBLES GRAVELI SANHf SILT & 7CLAY c if ci m - MMOM • ~wm .5 ___ ___ Mwmmlw__ __ I- • 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS FILL SUITABILITY TESTS - LAKE CALAVERA HILLS, UNIT 1 DRAWN BY: sh I CHECKED BY:4jjI PROJECT NO: 502161—FC01 DATE: 4/29/81 FIGURE No: 2 't 4/29/81 W000WARD-CLYDE CONSULTANTS PLASTICITY CHARACTERISTICS 7 8 9 Liquid Limit, % - 49 35 42 Plasticity Index,% 24 8 18 Classification by Unified Soil Classification System CL PC CL I COBBLES Ii1ct H? •j SILT & 7CLAY ZERO AIR VOIDS CURVES -2.80 SG - 2.70 SG - 2.60 SG 2.50 SG 10 20 30 - LABORATORY COMPACTION TEST 150- 140- 130- .120 / I- * .'•. -. I- 2 > U C 100 - 90 — 80 0 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE. mm MECHANICAL ANALYSIS DIRECT SHEAR TEST DATA 7 8 9 Dry Density. pci 95 99 101 Initial Water Content, % 22 16 - 14 Final Water Content, % 31 22 26 Apparent Cohesion; psf 270 600 270 Apparent Friction Angle, degrees 15 18 1 SWELL TEST DATA 7 8 - 9 Initial Dry Density, pci 95 101 101' Initial Water Content, % 22 16 1 15 Final Dry Density. pcf 88 100 94 Final Water Content, % 33 24 30 Load, psi 160 160 160 Swell. percent 7.4 1 1.3 7.4 SAMPLE LOCATION 7 LOT 135 8 LOT 9 LOT 74 40 LABORATORY COMPACTION j TEST METHOD: ASTM D 1557 70 A.. FILL SUITABILITY TESTS. LAKE CALAVERA HILLS, UNIT 1 DRAWN BY: sh CHECKED'BY: PROJECT NO: 502161-FC01 I DATE: 4/29/81 FIGURE NO: 3 wt 4/29/81 W000WAROCLYDE CONSULTANTS 60 I— z w 40 0 Cr U.' o. 20 0 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE. mm MECHANICAL ANALYSIS SWELL TEST DATA 13 14 Initial Dry Density, pci 108 104 Initial Water Content, % 14 15 Final Dry Density, pcf 106 100 Final Water Content, % 20 23 Load, psi 160 160 Swell, percent 2.1 3.9 DIRECT SHEAR TEST DATA 13 14 Dry Density. pci - - Initial Water Content, % - - Final Water Content. % - - Apparent Cohesion, psi - - Apparent Friction Angle, degrees - - SAMPLE LOCATION 13 LOT 80 14 LOT 113 40 LABORATORY COMPACTION TEST METHOD: ASTM D 1557 70 A ':•. •.'• PLASTICITY CHARACTERISTICS 13 14 Liquid Limit, % 31 34 Plasticity Index.-% 6 9 I Classification by Unified Soil Classification System SM—SC SC vrnnsziaci , 1 50 - . ZERO AIR VOIDS CURVES •: ç- 2.80 SG 2.70 SG - 2.60 SG 140--s 2.50 SG 130 Q. 00, 110 U, o cc 100 --- Maximum Dry 13 14 Densitypcf 118.5 115.5 Optimum Moisture - Content,% 13.0 14.5 V 80 I I I [ MOISTURECONTENT.% I I T 0- '10 20 30 LABORATORY COMPACTION TEST FILL SUITABILITY TESTS - - TAKE CALAVERA HILLS, UNIT 1 - DRAWN BY: sh CHECKED BY: PROJECT NO: 502161—FC01 [DATE: 4/29/81 FIGURE NO: 5 - wt 4/29/81 ' V W000WARD-CLYDE CONSULTANTS CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 :This form shall be used to determine the amount of s c h o o l f e e s f o r a p r o j e c t a n d t o v e r i f y 'that the, project applicant has complied with t h e s c h o o l f e e r e q u i r e m e n t s . N o b u i l d i n g :.:''is: for the projects shall be issued until t h e c e r t i f i c a t i o n i s s i g n e d b y t h e appropriate school district and returned to the City o f C a r l s b a d B u i l d i n g D e p a r t m e n t SCHOOL DISTRICT:,( \' - Carlsbad. Unified San Marcos Unified \ 6350 Yarrow Drive Ste. A 2 1l6)10 270 West San Marcos Blvd. 1- Carlsbad. CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) 4 * ._____.,-Encinitas Union Elementary San Dieguito Union High School 189 Union Street - 710 Encinitas Boulevard -Encinitas, CA 92024- (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant Et'vAV I4,O4JI APN.20_)//__-O9' Projct:Address: ASCA.J L RESIDENTIAL SQ. FT of living area 410 Number of dwelling units - SQ. FT of covered area SQ. FT of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA Prepared By Q Date _ .. - . FEE CERTIFICATION ... (To be completed by the School District) Applicant has complied with fee requirement under Gove r n m e n t C o d e 5 3 0 8 0 Project is subject to an existing fee agreement • - Project is exempt from Government Code 53080 Final Map approval and construction started before S e p t e m b e r 1 , 1 9 8 6 .' - - (other school fees paid) 0 .3 Oter 1 Residential Fee Levied:. .$— - based on sq. ft.@ Comm/Indust' Fee Levied: $ - based on sq. ft.@ School District Official Title Date il • - AB, 2926 and SB 201 fees are capped at $1.53 per square foot for residential. B 2926 is capped at $ 25 per square Thot for commercial/industrial 4 - , BUILDING PERMIT PCRN0 PCR90076 07/13/90 14:38. . Project.No:A8901096 Page 1 of I Development No Job Address: 2,734 GLASGOW DR . .Str: Fl: Ste:., -Permit Type.: PLAN CHECK REVISION Parcel No: 208-111-04-00 6774 07/13/90 0001 0i!.02 - Valuation 01 C-PRHT 10040 Construction Type ADD'.-" Occupancy Group: . Class Code: Status;: Description ADD 1 6 SF TO NOOK AND BEAM TO Applied 07/06/90 POST -'ABANDONED-6/3/90 Apr/Issue 07/13/90 Validated By:, JPY. I I .....-S. • ,... .. --.. - -..,-- Fees Required *** - Fees Collected & Credits -- "Fees:--100 00 Adjustments 00 Total Credits 00 Total Fees 100"00 ta'lPaym'nts 00' / 'Bal/rice De 100 00 Fee description / Units .ee/Unit Ext fee Data VvS'- 100 00 ç,)------- - --- ::.; .• - . .scOeoo.oô'.o . ..l ost CITY OF CARLSBAD 2075 Las-Palmas Dr., Carlsbad CA 92009 (619) 438-1161 • - . - . • • - •, . -. - ,- • • • . ••Q . , -... - •. I - -S. . -- C • •, - •: ... PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1 PERMIT'TYPE I A DCOMMERCIAL DNEW DTENANT IMPROVEMENT - B - 0 INDUSTRIAL DNEW DTENANT IMPROVEMENT - C - DRESIDEP1IL DAPARIMENT DCONDO DSINGLE.FAMILY DWELLING ;DADDITION/ALTERATION DDUPLEX DDEMOLITION -DRELOCATION DMPBILE HOME []ELECTRICAL [-]PLUMBING DMECHANICAL OPOOL DSPA DRETAINING WALL DSOLAR DOTHER_______________ 4 ES;. VAIr— / PLANCKDE VALID. BY DATE 2. PROJECT INFORMATION PLAN CHECK No. _4 -eK_FOR OFFICE _USE _ONLY Address j7 -1 1I BuiLdThg tir Suite No. . . Nearest Cross Streets 't . LEGAL DESCRIPTION Lot No. Subdivision Name/Number • Unit No. Phase No. CHECK BELCHI IF SUBMITTED: - D2 Energy Calcs - 02 Structural Calcs 02 Soils Report . Dl Addressed Envelope - ASSESSOR'S PARCEL ' .t EXISTING USE PROPOSED USE DESC - RNO6WORK /fro4 //od4 7 '-o 4 L#" BLDG. 50. FIG. ' i5 1 H OF STORIES 'V,.4'S,.'T—it,..Lej rN. . 3. CONTACT PERSON NAME CITY ccvric SIGNATURE 4; .. AFLIC _ DCNTRACTOR NAMEJe 'p3Y, CITYA.ikL,1/"i ADDRESS -erScjr STATE IA ZIP CODE DAY TELEPHONE AGENT FOR CONTRACTOR DOWNER . DAGENT FOR OWNER ADDRESS STATE ("f' ZIP CODE DAY TELEPHONE ULESSEE 'DTENANT ADDRESS ZIP CODE DA( TELEPHONE 'ADDRESS e -rso(-') ( ZIP CODE Ct - • DAY TELEPHONE •7'7_.C)..- , q-7 LICENSE CLASS 3_- CITY BUSINESS LIC. H SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY • STATE ZIP CODE DAY TELEPHONE STATE LIC. H WORKERS' COMPENSATION . Workers Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers- Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q. INSURANCE COMPANY . - .P I OLICY NO. EXPIRATION DATE - 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. . P SIGNATURE . DATE . . . OWNER-BUILDER DECLARATION - Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: O I as owner of the property or my employees with i'ges as their sole compensation, willdo the work and the structure is not intended or offered for sale - (Sec. 7044, Businessand Professions Cede: 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, theowner- builder will have the burden of proving that he did not build or improve for the purpose of sale.). DI. as owner of the property, am excliasively contracting with licensed contractors to construct the project' (Sec. 7044, Business and-Professions Code: V 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 LicenseLaw). - 0 I am exempt under Section . • Business and Professions Code for this reason: V - (Sec. 7031.5 Business and ProfessionsCode: 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, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). V SIGNATURE - -, DATE-, V COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: V 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? - DYES V ' ONO Is the appticant.or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES - - ONO Is the facility to be constructed within -1,000 feet of the outer boundary of a school site? V DYES ' ONO IF ANY OF THE ANSWERS ARE YES, A FINAl. CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS' THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. V - --CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code). - LENDER'S NAME ' - LENDER'S ADDRESS 'APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct.. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property,for inspection purposes. I ALSO -. AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Biiilding Official under, the provisions of this Code shall expire by limitation and become null and void if the building or work author' by such permi.t 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 abaridone an me after the work is commenced for a period of 180 days (Section 303(d)-Uniform Building Code). APPLIC ' ATURE - - J:JO%JNER [:]CONTRACTOR BY PHOE , - APPROVEDSY: PROPERTY 0 CITY (14J CONTRACTOR NAME CITY C4flt2'cat1 OWNER STAT(! STATE, STATE LIC. H_____________ - WHITE: File YELLOW: Applicant PINK: Finance -