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Home My WebLink About1985 PALOMAR OAKS WAY; ; 84-605; Permit0 I hereby affirm that I am licensed under_ IK provisionsa-of Chapter9 (commencing with Section 7000) of.Dtvislon3 of the Business and Proteasons Code, and my license is in full force and of tact. _ ic No _____________ Class - U - • - - - I hereby affirm that I am exempt from the Contrac-tor's License law for the following 'reason (Sec. 7031.5 Business and Professions Code: Any city or county which re' - quires a permit to construct, alter, improve, demolish, or t repair any structure, prior to its issuance also requires the ap' -plicant for such permit to tile a signed statement that he is -- licensed pursuant to the previsions of the Contractor's License Law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is ex- t - empt therefrom and the basis for the altegeo eoemptinn. Any violation of Section 7031.5 by an applicant for a permit sub' ' jects the applicant to a civil penally 01 not more than live hun- dred dollars ($500).., Cc . El I. as owner 01 the property, or my employees with wages as their sole compensation, will do the work, and the struc- ture is not intended or offered for Sate (Sec, 7044, Business ,.J and Professions Code: The Contractor's License Law dons not apply to an owner 01 property who builds or improves thereon and who dons such work himself or through his own, employees, provided that such improvements are not intend' ed or uttered for sale. It, however, the building or improve- Z .- mont is sold within one year 01 completion, the owner-builder will have the burden 01 proving' that he did not build or im- prove 101 the purpose of sale), I, as owner 01 the property, am exclusively contracting t with licensed contractors In construct the project (Sec, 7044, Business 'and Professions Code: The Contractor's License Law does not apply loan owner of properly who builds or im- proves thereon, and who contracf S br each projects with a Contractor(s) license pursuant to the Contractor's License' 'Law). , 0 A a homeowner tam improving my home, and the follow' - - , ing conditions exist: 1. The'work is being performed prior to sale, _ • 2 I have lined in my home for twelve months prior to completion of this work. 3, I have not -claimed -this exemption during the - lAst three years.' O tam exempt under Sec. . B & P.C. for this reason t. O thereby affirm that t have a certificate 01 consent to setb.rnsure, o1 a cerrrt,cal at orkers' Compensation Insurance, or a cerr,b Co thereof, ' (Sec. 3800 Labor Codet.. . Z POLtCYNO 'COMPANY • . . \... U) 0 Copy is filed with .the C,ly Z ." 911. 'I uJ 0Cerrted copy ''s hereby turrvsh' \ 0 j CERTtFICATI OF EXEMPTION OM WORKERS COMPENSATION INSIJ ANCE (15,5 sedan need not be Completed 1 the yermI rs tar one hundred dollars 10109) or less) Ic cc FO I certify that ,n the performance 01 the work 10. which this permt is issued. I shall not employ any • person in any manner so as to become SvblecIr0 - the Worl,ersCornpensaron Laws 01 Caktorrra NOTICE TO APPLICANT It. alter making trrrs Cer1 r,cate 01 Eaerr'rpton, you should become subject lo the Workers' Compensation provisions 01 the Labor Code, you mast torrhwrth comply with such Provisions Or this permit shalt be deemed revoked 'k '0 1 hereby album that there is a corrstruct,orr levong agency for rho performanceof toe work for .1 which this permit A issued (Sec 3097. Civil Code) LAJ Lender's Name - - - L Lender's Address -. -'- IMF RAIl POINT PFN ONlY & PRFSS HARD APPI I(ANT TO Fli I IN INFORMATION WITHIN qI-4AflFfl ARFA ANn flFCiI'ARATIflN CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 435.5525 JOB ADDRESS AV, ST. AD, NEAREST CROSS ST. ' I DATE OF APPLICATION eUSIN S CENSE 4 VALUATION PERMIT NUMBER 1 Ot<- j LOT BLOCK • SUBDIVISION ASSESSOR PARCEL NO. CONTRACTOR CONT S PHONEd ZONE OWNER'S NAME , - Sc.t -1 (-cJtrCI---) 7q4_sc 03 f4 - I OWNER'SPHONE CONTRACTOR'S ADDRESS CoPt. J LICENSE NO, PLAN ID. # BLDG USE CODE C. )sJ,rzift OWNERS MAILING ADDRESS (35 ji cl, C-30E010 - -' DESIGNER 0 S L O LICENSE ñ STANDARD PLAN A BUILDING SO. FOOTAGE IPTION OF WORK DESIGNER'S ADDRESS kEZC 1ikr, I DESIGNER'S PHONE E4T—. 62037 F/P I FLR ELEV.I NO ' 0CC OP I EDU - I STORIES /Jci7 YD ND__'I_ CENSUS T ACT OP LAND USE • I PARKING SPACE I RES UNITS I GRADING PERMIT ISSUED I REDEVELOPMENT I TYPE 0CC LOAD FIRE SPR I I I AREA F - - -al i---------1 I 0 N 0 J 1 YO ND 'I I CONSTw- j YO NO Not Valid Unless Machine Certified QTY. I PLUMBING PERMIT- ISSUE' OTY. - • --+----.-- MECHANICAL PERMIT- ISSUE --'--- SUMMARY/ACCOUNT . .---- 3 NUMBER 00 • EACH FIXTURE TRAP,-- - UP INSTALL TURN. DUCTS TO 100,000 siu /' - BUILDING PERMIT 01-00-00-8220 - EACH BUILDING SEWER-I - - - . OVER 100,000 BTU -- —. - - ...SIGN PERMIT.._. 01-00-00-8221- -- EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP I 2. PLAN CHECK 01-00-00-8806 - $it/___e,L1 OOV ' -• EACH GAS SYSTEM I TO 4 OUTLE • BOILER/COMPRESSOR 3-15 HP ' " ' • - TOTALPLUMBING 01-00-00-8222 EACH GAS SYSTEM S DR NUWr METAL FIREPLACE ._.. _• . ._. _..ELECTRICAL___- __________ 01-00-00-8223- EACH INSTAL,, ALT EPAIR VuATER PIPE VENT FAN SINGLE DUCT - • MECHANICAL 01-00-00-8224 - EACH VACLJ BREAKER MECH EXHAUST - H000/DUCTS 1 ' - - MOBILEHOME 01-0O-OQ-8225 — - - WAT OFTNER RELOCATION OF EA FURNACE/HEATER , -_ . . MOBILEHOM , E. PARK. INSP,__.. .,__ _.___•,J - ROOF DRAIN (INSIDE) . • ' SOLAR 01-00-00-8226 1 TOTAL MECHANICAL__ --' J - -'-' - - -STRONG MOTION - 8092.33:0519 . I I - TOTAL PLUMBING I -I-- - ' . ' FIRE SPRINKLERS 01-00-00-8227 QTY. ' ELECTRICAL PERMIT - ISSUE '- • OTY. SOLAR - ISSUE L__— PUBLIC _FACILITIES _FEE 32-00-00-8933 - _'BRIDGEFEE— ---- NEW CONSTEAAMP/SW1_'l3KR _• COLLECTORS I - SCHOOLFEE -DISTRICT I PH 3 PH ' STORAGE TANKS - I - ' , Carlsbad 80-92-21-0519 EXIST'BLOGEAAMPISWT/BKR - _.' ROCKSTORAGE _'t'-''- . - -. - • ' --'-Eocinilas--_--------80-92-22-0519- - - 1 PH •• ' I 3 PH PUMP I . San Dieguilo 80-92-23-0519 _- RE MODE L.'A'LTER PER CIRCUIT ' ' PLAN CHECK FEE - , - - ': San Marcos 80-92-24-0519 TEMPPOLE200AMPS - OVER 200AMPS__ _' --' , .LICENSE TAX 01-00-00-8162 ' TEMP OCCUPANCY (30 DAYS) . • . . MFF8O-92-57-0519 • , CREDIT DEPOSIT > TOTAL ELECTRICAL _ - 'TOTAL SOLAR I ' TOTAL FEESPAYABLE :T~ I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions otthis ' AN OSHA 'PEi:T IS REQUIRED FOP EXCAVATIONS OVER Code shalt expire by limitation and become null and void. It the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from the date of such 5'0' DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or it the building or work authorjed by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any time at_r the woJWris.e)hmenced for a period ob 180 days. - STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE W~D BY PHONE 0 - GRANTING OF THIS PERMIT. - \ ~"s •"?-"-"' 10 0 FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS -A REQ. IF INSPECTORS DATE INSPECTION CHECKED APPROVAL SOILS COMPLIANCE I PRIOR TO FOUNDATION INSP I STRUCTURAL CONCRETE INSPECTOR OVER 2000 . ---•------_______ _____________________________ TYPE I DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY I - GUN ITE OR GROUT FLOOR &CEILING SUB FRAME SHEATHING 0 ROOF 0 FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL V/rçf L"1 PLUMBING SEWER AND BL/CO DIPLICO I UNDERGROUND VVASTE D V)IATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST 0 WATER HEATER 0 SOLAR WAER ELECTRICAL ELECTRIC UNDERGROUND 0 UJFFER ROUGH ELECTRIC ________ ELECTRIC SERVICE "0 TEMPORARY 0 BONDING 0 POOL MECHANICAL , J " 0 DUCT& PLEM., 0 REF. PIPING 'Ai HEAT AIR COND. SYSTEMS 1 VENTILATING SYSTEMS '-•- '- . -- . i". .c"t;'•'::1 CALL FOR FINAL INSPECTION W(N ALL APIHCfl'HIRI ITEMS ABOVE HAVB BEEN APPROVED FINAL ' PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS 'PRESTRESSED " CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH. DOLTS SPECIAL MASONRY PILES CAISSONS - -':'---. ZL i.' ;.'Is - To: ENGINEERIN LANNING, UTILITIES FINAL INSPECTION NOTICE Date, Address _ - Type of Construction_____________________________ Person to Contact '--o r, Ph. No. 34 ___________ Engineering Depar Date Approved ent Date Approved. Planning Department Date Approved Utilities Department Date Approved - Comments: ,1-'67/C j5 IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL N- S P E - I C T o N R EJ U — E_ S Tr / APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD . SE ENGINEERING DEPARTMENT FOR APPLICANT TO FILL IN RD OWNER \n - MAILING ADDRESS ISSUED. BY DATE ISSUED I VALIDATION LATERAL CHARGE COMPUTATION CONTRACTOR -( I CONTRACTOR'S ADDRESS - NEW BUILDING I j EXISTING BUILDING LEGAL DESCRIPTION REMARKS:_ ') /( ' ,/J[J LATERAL COCATIOr - , . (I) 72 ' ;Y- I I ST. 17 LATERAL NO. -INSTALLATION DATE STANDARD 4" (Max. H. 30, V. 10') '\ OvER30rH. FT.____________________ " OViERlO'V.__ _____ FT. STANDARD 6" (Max. H. 30',,,V,. 10') OVER 30 H. I® FT. OVER 10'V. _____ ______ FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE LINE COST DATA ASSESSMENT DIST. FRONTAGE _____COST PER FT.-TOTAL- OTHER CONNECTION FEE NO. UNITS ' COST PER UNIT' TOTAL. PUMP STATION FEES NO. UNITS _ COST PER UNIT-TOTAL TOTAL CHARGES (LATERAL ETC / I WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter REMARKS: ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 - SAN DIEGO, CA 92123 (619)560-1468 DATE: /2z/6'5 0 APPLICANT JURISDICTION: 25c9 2-,O D PLAN CHECKER 0 FILE COPY PLAN CHECK NO: 94' O5 -_zZZ- 0 UPS PROJ E CT ADDRESS: M7 0 DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdi'ction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed checklist are resolved and checked by building department 0 The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck., The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.'until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the Jurisdiction to return-to the applicant contact person. -. 0 'The applicant's copy of the check list has been sent -to: Esgil staff did not advise the applicant contact person that plan check has been completed. .• J Esgil staff did advise applicant that the plan check has been completed. Person contacted: --- Date contacted: .Telephone # • i- - '"to 'P2L&' &z ENCL: • ESG ,LCORpORATION Form 31584 ____________• _.•• _•,• __• • •• • t ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 D ATE: C1 A P P LI C ANT JURISDICTION: 0 PLAN CHECKER 0 FILE COPY PLAN CHECK NO: 0 UPS PROJECT 0 DESIGNER 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. FJ The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. 0 The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list-transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 The applicants 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: ia',, 5'piei n,je Ci ?ZI/4' EJ 'Esgil staff did not advise the applicant contact person that plan check has been completed. fJ Esgil staff did advise applicant that the plan check has been completed. Person contacted:,j Date contacted:49, i/y/'~ Telephone #____________ REMARKS: BY: ENCL: ATI Form 31584 APPLICANT COPY El CITY COPY PLAN CHECKER COPY - itp of (arIbab Cô'a 2ortj' /2/7/c94 JURISDICTION: DATE______ PROJECT ADDRESS:________________________ TO: 077z 1.c / PLAN CORRECTION SHEET -' Plan Check rite plans received by jurisdiction______________ Pte plans received by plan checker///'I/I6 Date initial plan check nlAy FOREWORD: PLEASE READ 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, noise attenuation and access for ..the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS I. 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 facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. ( L)7t74iL/ /:,Zf}J7 2a7zn FL) '9'h .Doc 7 &'3-J f4 z 2?/wp C7L.i O () -.--- 777 - Pt - ___ /Vdt i2,s 7?7i2 4irn / 0, /& /$it 4,tit7 ,,,• - ____ ..9Z / t - C.&),-4 177/Y1S, 'r 4400, 4' i%'/ //'44 Ca) Ct2j11 /7/7 "><" 'OO'2-5 D4 17:S7— S&9L 2i42— ___ ___ / ,4'• 777)'7 (i C1,11-) 1,5 5J1jG 1:7)Q ___ z-'' /'/ mz S-77' ___ 77k I1 /7-m) ,Z7-3 7 5IML2 ')ci 7%%7 '5 ) c7 p L22 j7 /9Zi} L) 80 'L7//t. ,4 N /2 —7,427— 4i Prni ,Z7c 1— 4?)2il7 /r- __ __ /3, C/',2 V full C h 2cdk -rz..' /i , cJ- ,'pr'i C 9-z.. 1' JURISDICTION OF T0: _?fl72ii c qo CaVZ6'AJ4 41 APPLICANT COPY CITY Copy PLAN—CHECKER COPY Cl ESGIL FILE COPY TENANT IMPROVEMENT & INTERIOR ALTERATION CORRECTION SHEET Plan Check Number I-hj,tj, fracSS Site Address /9'5' P, )#11,9/' Q,qA .4Iy Owner 511Z -17 'Z Building Code Applicable 1979U.B.0 Occupant Load _____Stories Z Occupancy ____Use_ C. Type of Construction Sprinklers: Yes No Allowable Floor Area— 7/Actual 2,/7 Basis for Area Increase '"4 (7/.). Remarks L7z't 7'7 Date Plan Submitted 72'/'/7/a'// Date Plans to Plan Checker 4AfV 1I/2-6/+41 Date Initial Plan Check Completed A,./Z/7/4By __ - Applicant Contact Person ,1772///9 _54z'1z.Tel. @14')Z 5-0 CZO FOREWORD:PLEASEREAD (j This 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 regujating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. For information regarding those departments, please contact those departments. The items listed below require plan 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), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 0 Please submit two sets of corrected plans and enclose a copy of this list with your notes indicating where corrections were made i.e. sheet, detail, etc..Return corrected plans and documents to Esgil Corporation at 9320 Chesapeake Drive Suite t22 San Diego, CA 92123 or to the City Building Permit Counter. 8/19/82 I A State-licensed Architect or Engineer is requireL plan ere there are structural changes or exiting problems. Sign allsheets. Provide correct address and suite number of tenant space on application and on plans. / Provide a note on* the plans indicating the previous use of the tenant space. Provide plot plan showing distances to property lines and location of tenant space within the building. On the first sheet of plans indicate: Type of construction ( ), occupancy classification ( __), and occupant load /. Provide a fully dimensioned floor plan showing the size and use of all f rooms or areas within the space being improved or altered. Draw plan to scale and indicate scale on plan. X I Indicate use of all adjacent spaces. Show any existing area separation walls, occupancy separation walls, shafts or rated corridors. Identify and provide construction details for new -hour walls. Identify existing walls to be removed, existing walls to remain and new walls. Identify bearing walls, non-bearing walls, and shear walls. Provide a section view of all new interior partitions. Show:. (a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval II or indicate "to be ICBO approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has be designed for lateral load parition.) Wall sheathing material and details of attachment. (Size and spacing of fasteners). Height of partition and suspended ceiling. Floor and wall finish in toilet rooms must comply with Section 1711. Note on plan: "All interior finishes must comply with Chapter 42 of the UBC". Specify "class flame spread rating (mm.) for _______________________•1 Lateral bracing for suspended ceiling must be provided. (UBC Table / 23-3 Where -ceiling loads are less than 5PSF and not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 900 from each other at an angle not exceeding 45° from the plane of the ceiling. These horizontal restraint points S shall be placed 12 feet OC in both directions with the first point within 4 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. I/ 18 Draft stop suspended ceiling in wood frame floor cons =construction1,000 sq.ft. (Section 2517-F); in attics of combustibl every 3,000 sq. ft. (Section 3205-b) The tenant spece and facilities must be accessible to and functional for the physically handicapped. See the attached correction sheet. sign locations; show directional exit signs (see Section 3312).D Two means of egress required from uO 't.øO C(oU Cn'.yor &'o Tb -to (Sec. 3302). Note on plans "All exits to be openable from inside without use of a key". (Section 3303 (c)) or NOTE: "Provide a sign on or near door reading: THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS, and meet all other criteria of Section 3303 (c) exc. I". Required exit doorways shall be not less than 36" in width and not less than 61-8" in height. (Section 3303 (d)). Show exit corridors as 44" wide minimum. Dead-end corridors are limited to 20 ft. when more than one exit is required from corridor. (Section 3304 (b), 3304 (e). Provide one-hour construction details for all corridor walls and iiTing t serving an occupant load of 30 or more. (Section 3304 (g)) Identify rated corridors. -&) VNJ U.. L4J( COfZ.$ -------- 26 Protect all interior openings in corridor walls and ceilings. Door and frame must be labeled 20-minute fire assembly with self-closers or automatic closers with smoke detectors. (Section 3304 (h)) U35 / Show location of fire dampers. Note on plans that fire dampe`r~~~ assemblies, including sleeves, and installation procedures shall be approved by the Building Inspector prior to installation. Show/specify ventilation (in accordance with Section 605 (UBC) for all rooms. /1 29 1-20-1455. If the existing building was not constructed to comply with J Title 24 Energy Regulations show how you comply with the following: L c)" a) When the cost of additions, alterations, renovations, or repairs within any 12-month period exceeds 50 percent of the replacement V ) value of the existing building, the entire building shall be made to comply with these regulations. )'P (b) When the cost of an addition, does not exceed 50 percent of the replacement value of the existing building, the new construction shall comply for the new construction only. 0 . T20l457. Provide the following statement on the plans, signed by an architect, professional engineer or contractor responsible for the preparation of the plans for each applicable division. "Division(s) of the California Energy Conservation Standards for Non-residential Buildings have been reviewed and the building design described on this page (these pages) is in substantial conformance." 30. (continued) Signature License No. Date T20-1457. Note on the plans: "Prior, to requesting final inspection, one copy of the Certificate of Compliance shall be executed and filed with the Building Department". 120-1457. If AC is to be installed provide two sets of compliance 7 forms 1, 2, 3, 4, 5 and 6. 120-1457. Provide two sets of HVAC plans.. 3 . 1204505. Mechanical and Gravity Ventilation. Each mechanical or gravity system or unit (supply and/or exhaust) shall be equipped \ with a means of providing air volume reduction and/or shut-off when ventilation is not required. 120-1508. Minimum requirements of Insulation of ducts and plenum (Supply and Return). On Roof or Exterior of Building:. Use 1-1/2" of 1.5 lb. denisty mineral fiber duct liner or 3" of 0.6 lb. density mineral fiber blanket with approved vapor barrier. (C=0.16) All Other Locations Outside of the Conditioned Space: Use 1/2" of 1.5 lb. density mineral fiber duct liner or 1" of 0.6 lb. density fiber blanket. 120-1509. Duct Construction. All duct work shall be constructed, erected, and tested in accordance with the most restrictive of local.......... regulations, procedures detailed in the ASHRAE Handbook of Fundamentals or the applicable Standards adopted by the Sheet 44and Air Condition- ing Contractors National Association. 37 Show location of fire dampers 120-1521. Note all service hot water pipe runs greater than 12 feet ,... shall be insulated according to the requirements set forth in Section T2071507, Table 5-I of the Non-residential Energy Regulations. PIPE DIA. 1" or less: 0.75" R=4.0 (min.) 1.25 - 6.0 1.0" 3 . 120-1525. Note showerheads and faucets. The maximum flowrate of all new showerheads, lavatory faucets, and sink faucets shall be certified not to exceed the values shown. Applicance Shower heads Lay. Faucets Sink Faucets Test Pressure (PSIG) 20-45 45-80 20-80 20-80 Max. Flow Rate (GPM) 2.75 ' 3.00 2.75 2.75 . 49 T20-1541. Show each area enclosed by ceiling height partitions shall have independent control of the lighting within the area. 120-1542. For all areas larger than 100 square feet, and for which maximum connected lighting load of more than 1.0 watt per square foot is allowed by Table 9-1, the connected lighting load shall be so controlled that it may be reduced by at least one-half in a uniform pattern. Show switching control or note on the plans. Show condensate drain lines. 43 T20-1503. Show the following notes for HVAC control: All equipment shall be started or stopped from a time clock. A 6 hour by-pass switch shall allow operation of any AC unit from normal scheduled hours. All thermostats shall be of the automatic changeover type to sequence heating or cooling. Set point range shall be up to 10° F between full heating and cooling. Adjustable temperature differential shall be 1 1/2°F. All thermostat control limits shall be from 55°F to 85°F. Control shall have the capability of terminating all heating at a temperature no more than 70°F and of terminating all cooling at a temperature not less than 78°F. At least one automatic space temperature control device shall be provided for: (1) each zone (not more than one floor of building shall be included in a zone), and (2) each separate HVAC system. ADDITIONAL COMMENTS —v\J.?w\ wur L*t1-1 On kz~ O3 uiic Cco— CM-i) cJ 0c- 0 Y 'V 1 C i Yl Q, 0¼.. r 0 Lo C.& N-1A P If you have any questions, please contact -i \ ',v\ at (619) 560-1468. 1.1.8-83 - 10. The width of the required level area on the side into which the door swings shell extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. 11. The space between two consecutive door openings in a vestibule serving other than a required exit stairway shell provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door is open 900. Doors into a vestibule shall awing in the same direc- tion or they both shall swing away from the vestibule. J. CORRIDORS AND EXIT BALCONIES (SEC. 2-3304) 1. Corridor, that exceed 200 feet in length shell: Have a minimum clear width of 60 inches; Have at a central location, a 60 Inch a 60 inch minimum wheelchair turning/passing space; or Have at a central location, an intervening cross corridor (minisas. 44°); or Have at a central location, an openable door which provides complying access to an area adjacent to the corridor. K. TAIRWAYS (SEC. 2-3305) 1.. Handrail, shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. ' The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface end shall have a smooth surface with no sharp corners. "01DThe upper approach and the lower treed of each interior stair and every tread of exterior stairs shall be marked by a strip of clearly con- trasting color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step or lending to alert the visually impaired. (Applies to stairs with 2 or more risers) 4. Open stairways are not permitted. Risers shall be sufficiently solid to prevent the passage of objects larger than 1/4 inch. 5 Tread surfaces shall be slip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shall be beveled or rounded. 6 Nosing shell not project more then 1-1/2 inch past the face of the riser below. L. RAMPS (SEC. 2.3306) The slope of a ramp shall not exceed I in 12. The top landings on a ramp must be at least 60 inches in depth. If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. The top landing shall have a width not less than its depth. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. The bottom landing shall be not less than 72 inches deep. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. Intermediate landings on straight ramps shall have a depth of not less than 5'-011. Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. Ramps shall be not less than 4 feet wide. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. It. Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top and bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. fl. ELEVATORS (SEC. 2-5103) At heat one elevator shell have a minim In- side car platform of 6 feat 8 inches wide by 4 feet 3 inches deep with a minimum clear opening width of 42 inches in buildings more than three stories in height and in all buildings where elevators are required. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of more than 50 shall have a minimum inside car platform of 5 feet 8 inches wide by 4 feet 3 inches deep. Doors shall be 3 feet clear aide slide-type. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of less than 50 shall have a minimum inside car platform of 4 feet 6 inches wide by 4 feet 6 Inches deep. The door opening shall be at least 2 feet 8 inches clear width. All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the car platform. Elevator car operation buttons need to be with- in reach of wheelchair users and of a type that blind or partially sighted persons can identify as required by Section 2-5103(e) 2.0. and C. Wheelchair lifts shall comply with Sec. 2-5104. N. REFUGE AREAS (SEC. 2-3)02(g)) (FIRE MARSHAL REGULATED OCCUPANCIES) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or areas on each floor to provide safe refuge for the handicapped. Refuge areas are not required on stories opening to grade or with ramps to grade or in stories used only as service basements or only for.park- ing. 0. TELEPHONES (SEC. 2-1713) 1. General. If public telephones are provided, they shall comply with Section 2-1713(a) through (g). P. ELECTRICAL Electrical receptacles (15, 20 and 30 amps) shall be at least 12 inches above the floor. Section 3-210-25 Switches and controls for lights, appliances, cooling, heating and ventilating equipment shall be not less than 3 feet nor more than 4 feet above the floor. Section 3-380-8 Fire alarm initiating devices shall be 48 inches above the floor, ground or sidewalk. Section 3-760-8.1 Q. SPECIFIC OCCUPANCY REQUIREMENTS Chapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above. Provide notes and do- tails to comply with - 11/84 BUILDING INSPECTION DARVIENT Plan Correction Sheet Electrical Job Address Owner Plan File No._________ Dwelling Commercial Industrial Check Date__________ Building Area Checker. Approval Date__________ Recheck Required Approved By.. Issue permit subject to field approval for Electrical Code compliance. NOTE: The following corrections do not necessarily include all errors and omissions. See Section 303, Uniform Building Code, 1979 Edition Submit complete electrical plans and specifications. Submit complete one-line diagram of service and feeders; show conduit and wire sizes; specify aluminum or copper conductors and type of in- sulation. Indicate sizes of fuses and/or circuit breakers. Submit electrical load calculations and/or panel schedules. Indicate ampere interrupting capacities (AIC) of service and sub- service equipment. NEC 230-98/110-9. Add note to plans indicating: All package A/C units shall be labeled by a recognized electrical testing agency. All light fixtures installed in suspended ceilings shall be Se- cured to the main and/or cross runners with seismic clips unless installed in accordance with other approved engineering. All circuit breaker switched 120 VAC light circuits, must use on- ly type "SWD" circuit breakers. NEC-110-3b Indicate (a) existing building load, (b) added building load per Item 3, and (c) Items 2 & 4 when new service is required. Indicate (a) existing building load, (b) added building load per Item 3, and (c) size of existing servicewhen new service is not required. 08. All conductors within a building section allocated to a servicemust have a disconnecting means located at that service. S.D. NL 7-30-2. -Q Date Prepared Jurisdiction________________ Bldg. Dept. VALUATION AND PLAN CHECK FEE D Esgil PLAN CHECK NO. BUILDING ADDRESS /5 O,!9s APPLICANT/CONTACT /9f72''g- Se4J-2_ PHONE NO. 6-7/4'12,50 -OZD BUILDING OCCUPANCY fl—Z DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION • BUILDING AREA _______________ VALUATION MULTIPLIER VALUE 0Ff/3o I. _(Z.-/oa) b'i/o&se_5 7/, ,22.00— QEV_1° 4J fztvp< Orr _/3L _-4q 'C _ -* ______ o g4 z---- Air Conditioning Commercial - 2.80 - Residential 2.40 - Res. or Comm. FireSprinklers 1.50 Total Value Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee. $ Plan Check Fee COM H E N IS: kJ4.D 21 Otb fL€ofZ 8/4/82 94z— E APPLICANT COPY PLAN CHECKER COPY Qtt' at QarIbab A' I JURISDICTION: DATE__________ PROJECT ADDRESS d TO: 7I1i T4' kp,Zk >gc& " PLAN CORRECTION SHEET C,;¼ q17/171 Plan Check No. r-te plans received by jurisdiction_______________ ite plans received by plan checker 4c'. Date initial plan check completed' 7f2.Q bye FflREWPRO: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Cede and state. laws' regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 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, tc, : , ~Pl To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. /5 4'n.. • '1z(g es z' Cl772?h/ /oi-ft' •ji7 'oe, .n -4z' / __ _____ 7h or 7ole • 't2 /f7 ___ VD _ r — /Date ______ Jurisdiction - - - Prepared byt - Bldg. Dept. -VALUATION AND PLAN CHECK FEE 13 Esgil - PLAN CHECK NO. - - BUILDING ADDRESS APPLICANT/CONTACT //a,ct S&-rarr.2 PHONE NO. E7/4"1Z5V -0 ZSt BUILDING OCCUPANCY 3_Z- - --- DESIGNER PHONE 1/ TYPE OF CONSTRUCTION S CONTRACTOR PHONE___________ - BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER' VALUE -. C61 41 ;,'/O use 5,7/c 22.e o -/8.00 Q y 10 4if loo .-4e?g (1, 7- -,10 zz rcji - Air ConditioninE Commercial - 2.80 - Residential 2.40 - Res. or Comm. - Fire Sprinklers - 1.50 ______________ Total Value Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) Building Permit Fee. $ - 0 Handicapped Regulations (Fee x 1.065) 7f ( -S Plan Check Fee ,L/, e,L &r--4k '5 C 0 H ME N T S 2-P.J..7 i2c.oi V 8/4/82 -Q PLAN CHECK t4UMBER , S ADDRESS/, DATReceived PLANNING: TYPE OF ZONE: NOV 2 1984 L.4 Lu uj SCHOOL FEES: SAN DIEGUITO_____________________ % COVERAGE BUILDING HE FENCES/WALL TWO CAR GARAGE_________________________ COMMENTS: ENCINITAS CITYOECARLSBAD SAN MARCOS_____________________ REQUIRED SETBACKS FRONT SIDE REAR. Ti C REDEVELOPMENT APPROVAL REQUIRED: -C UJ (I LANDSCAPE PLAN COMMENTS:_______ ENVIRONMENTAL REQUIRED: ADDITIONAL COMMENTS: OK TO ISSUE: OATE:\\\1'\ _TO FINAL: DATE: ENGINEERING LEGAL DESCRIPTION VERIFIED? _________ A.P.N. CHECKED?_____ P.F.F. PARK IN LIEU R.OW: IMPROVEMENTS: -- _________________________ E.D.U: SEWER: / r 'i° - LATERAL: -.-. DRIVEWAY: GRADING PERMIT: - DRAINAGE: -rn ___•_- EASEMENTS - ADDITIONAL COMMENTS Ln uj CD OK TO ISSUE: DATE:J._/1/ * ENGINEERING INSPE'IdN QUIRED: ,"J PUBLIC WORKS INSPECTOR:/ FINAL OK: - DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) 7'~:)~L 7~- // /ôf $ y ,A/7 - O( / / 67c,777 ° 0 /7 =.- 6Lb - 073 / - a 1 0:3 , t- -pr~ p4 - 1' / / R 11 - * - zz T Z7 ¶ - - - - - - -77 C.- _- J I DRAFT BP 84-605 •- 1985 PALOMAR OAKS WAY - VALIDITY CORPORATION Validity Corporation submitted plans to create 10,205 square feet of offices and 5913 square feet of warehouse in an existing shell building. The value of the shell when it was built was $18/sq ft as shown in the Building Valuation Multipliers created by the International Conference of Building Officials. The added value created by Validity's application was 42.80 per;square foot for the air conditioned offices minus $18/ sq ft, and'-$22 per square foot minus $18 for the,warehouse which totals $276,736 added 'valuation. This is the figure upon.which 'we are required to base our permit fees. The calculation is attached. The license tax fee is 2% of the added valuation.: .A copy of. this ordinance is attached. The sewer fee is determined by the Engineering Department. Their ordinance requires a fee of 40% office, space and 60%warehouse space for a shell building. This fee is then credited as the building is improved. The original calculation was 5.50 equivalent dwelling units. Each-EDU is $1000. The improvements were calculated This calculation at 6.90 EDU, and after crediting the 5.50 EDU, the sewer fee was 1.4 EDU/is shown on the sewer permit. The sewer invoice triggers a fee to the Costa Real Water District of $880 per EDU. This fee is shown as MFF (Major Facilities Fee) on the permit. 1200 ELM AV.JUE. CARLSBAD, CA 92008-1989 TELEPHONE (619) 438-5523 Qtitp of Carldab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF—/ APP 70VE DISAPPRbVED PLAN CHECK# - 1.. 1 PROJECT ADDRESS ARCHITECT 001Z,,,l1,4 /101/c_,S/721/S ADDRESS OWNER 'T°W ADDRESS OCCUPANCY _____ CONST. Vi-) TOT/ iSSPRINKLERED XTENANTIMP. /011 5k1pArk PHONE I#i,cVLJ27/'( PHONE 7/g LSQ. FT. __________ STORIES ZZ APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. S The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT _...X.... 6. The following fire protection systems are required- Automatic fire sprinklers (Design Criteria: ,iPPiQ /3 / /-/414r-P Dry Chemical, Halon, COx (Location: Stand Pipes (Type: Fire Alarm (Type/Location: 7. Fire Extinguisher Requirements: BOne 2A rated ABC extinguisher for each &.COO sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. An extinguisher with a minimum rating of ________ to be located: Other: _7ii0 (a-) (A1t c0 -- upstairs-4.LA- 8. Additional fire hydrant(s) shall be provided EXITS _X.... 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, This door to remain unlocked during business hours" shall be placed above the main exit and doors i.&Jà-iW ""-'y AM ay ni CATcA TyPE pi.oL _$._11. EXIT signs (6" x 3/4" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL .._12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. ......X..13. Building(s) not approved for high piled combustible stock. Storage In closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- Ing Is to be done, comply with Uniform Fire Code, Article 81. 14. Additional Requirements. _15. Comply with regu ons on attached s et(s). Plan Examiner S Date Report mailed to architect _______ Met with S Attach to Plans GRADING INSPECTION AND COMPACTION REPORT COMMERCIAL DEVELOPMENT "PALOMAR OAKS" PARCELS A.& B OF PARCEL MAP 4713 PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA -CONDUCTED FOR: BIRTCHER PACIFIC 27611 LA PAZ ROAD LAGUNA NIGUEL, CALIFORNIA 92677 W.O. 321102 JANUARY 11, 1982 1630-G South Sunkist Street Anaheim California 92806 (714)634-2092 (213) 852-4710 - AA CTIDN ENGINEERING tCHr.JCAL CDNSWArqr January 11, 1982 W.O. 321102 Birtcher Pacific 27611 La Paz Road Laguna Niguel, California 92677 - Subject: Grading Inspection and Compaction Report Commercial Development "Palomar Oaks" Parcels A & B of Parcel Map 4713 Palomar Airport Road Carlsbad, California Gentlemen: Forwarded herewith is the Compaction Report on the above referenced project. Slope testing has not been completed at this time. Addi- tional slope tests will be included in 'a separate report. The results f the tests are shown on the accompanying plot plan. Laboratory Standard: (ASTM:D-1557-70) 4 inch dia. mold; 1/30 cu.ft.vol.; 5 layers - 25 blows per layer; 10 lb. hammer dropped 18 inches Soil. I Optimum Max. Dry Density Type, Classification Moisture % Lbs./Cu. Ft. I SAND, fine-medium, 11.5 121.2 silty, slightly clayey, BROWN II SANDSTONE, weathered, 10,0 104.0 WHITE/YELLOW III SAND, fine to medium, 11.5 117.1 clayey, BROWN IV CLAY, sandy, BLACK 18.5 111.8 & WHITE V . SAND, fine to medium, 10.5 121.2 silty, clayey, BROWN & WHITE VI SAND, silty, clayey 12.3 114.9 VII SAND, fine to medium, 110.0 132.5 silty, clayey, GREY/BROWN 1630-G South Sunkist Street Anaheim, Ca. 92806 (714) 634-2092 (213),852-4710 Birtcher Pacific Page 2 Soil Type Classification W.O. 321102 Optimum Max. Dry Density Moisture % Lbs./Cu. Ft. VIII SILT, sandy, clayey, 26.0 92.5 BROWN/GREY IX SILT, sandy, 14.0 115.0 GREY/WHITE/GREEN X SAND, fine to medium, 12.0 120.3 BROWN XI SILT, sandy, GREY/ 12.0 119.0 WHITE /GREEN XII SILT, sandy, GREEN/WHITE 17.0 113.5 The grading operation was conducted from Setember 2, 1981 'through November 24, 1981. Supervision was provided during this period utilizing the report issued by ACTION ENGINEERING CONSULTANTS dated June 17, 1981, Work Order No. 321101. Prior 'to the placment of fill soils, all vegetation and debris was removed from the site. The existing loose surficial soils were excavated to compet,ent material. 'The exposed surface was scarified, moisture conditioned and recompacted to ninety (90%) percent of the Laboratory Standard.' The fill soils were placed in six (6") inch lifts, moisture conditioned and compacted in a like manner. A key was constructed at the toe of the fill slopes to provide support for the fill. The existing slopes were properly benched during construction. The native soil classifies as CLAY, sandy, and weathered bedrock, and is suitable for the support of the fill and the proposed structures. , Compaction was obtained by sheepsfoot and pnuematic rolling. A water 'truck was used for moisture control. The relative compaction percent was determined by the Sand Cone Method (ASTM:D-1556-70). These tests were taken a minimum of every 500 cubic yards placed and every two (2') feet'in depth of fill placed. 1630-G South Sunkist Street Anaheim, California 92806' (714) 634-2092 (213) 852-4710' Birtcher Pacific W.O. 321102 Page 3 The maximum depth of fill placed was ten (10') feet in Lots 1 and 2, fifteen (15') feet in Lots 3 and 4, seventeen (17') feet in Lots 5 and 6, four (4') feet in Lots 7 and 8, twenty-seven (27') feet in Lot 9, fifteen (15') feet in Lot 10, twenty-seven (27') feet in Lot 11, twenty-two (22') feet in Lots 12 and 13, sixteen (16') feet in Lots 14 and 15, sixteen (16') feet in Lot 16, four (4') feet in Lot 17, fourteen (14') feet in Lot 18, and seventeen (17') feet in Lot 19. The potential expansion of the soil was determined in accordance with Section 29 of the U.B.C. 1973 edition. Results are as follows: Soil Expansion Expansion Type Index Potential I 93 High II 33 Low III 100 High IV 125 High V 122 High, VI 97 High VII 109 High VIII 115 High IX 130 High X 115 High XI 130 High XII 125 High To reduce expansion potential, the on-site soils may be mixed with lime to a depth of eighteen (18') feet. Laboratory test results indicate that a mixture of three (37.) percent lime by weight effect- ively reduces the expansion of on-site soils to the very low to low expansion potential. The following foundation recommendations are based on this criteria. The proposed sturctures shall be supported by isolated and continuous spread footings placed a minimum of twelve (12") inches below lowest adjacent finished grade utilizing a recommended bearing value of 2000 pounds per square foot and 2200 pounds per square foot, respect- ively. This value is for dead plus live load and may be increased by 1630-G South Sunkist Street Anaheim, California 92806 (714) 634-2092 (213) 852-4710 LLLJ Birtcher Pacific W.O. 321102 Page4 one-third (1/3) for total including seismic and wind loads where allowed by code. Increases in bearing capacity for increases in footing dimensions are tabulated below: - Decrease or Bearing Increase per Type Embedment Width Value Embedment Width Maximum (inches) (inches) (psf) (psf/ft) (psf/ft) Continuous 12 12 2200 700 300 4400 Isolated 12 12 2000 700 240 4000 Expansive soil recommendations, outlined on the accompanying Plate A, should be incorporated into the building design. I hereby certify that the subject grading was supervised by me and the work was done in full compliance with the Grading Ordinance of the City of Carlsbad and in accordance with best accepted practices and the applicable chapter of the U.B.C. REGULATORY COMPLIANCE All cuts, fills or processing of original ground under the purview of this report have been completed under the inspection of and with selective testing by ACTION ENGINEERING CONSULTANTS and found to be in compliance with the Grading Code of the City of Carlsbad. The completed work hag been reviewed and is considered adequate for the development now planned. Our findings were made and recommendations prepared in accordance with generally accepted professional engin- eering practices, and,no further warranty is implied nor made. This report is subject to review by the controlling authorities for this project. If you have any questions, or if we may be of further service to you, please do not hesitate to contact us. Respectfully submitted: ACTION ENGINEERING CONSULTANTS NORMAN B. THORNHILL BRUCE A. PACKARD IE 13801 PRESIDENT VICE PRESIDENT - ENGINEERING LM:sb 1630-C South Sunkist Street Anaheim, California 92806 (714) 634-2092 (213) 852-4710 EXPANSIVE SOIL RECOMMENDATIONS W.O. 321102 Very Low Low Med i urn High Expansion Index 0-20 21-50 51-90 91-130 Footing Width I Story See Body 12" 12" 12" 2 story of Report See Body 15" 15" 15" Exterior Footing Dept i 1 story of Report 12' 18" 18" 2 story - 18" 18" 18" Interior Footing Depti 1 story 12" 12' 12" 18" 2 story 12" 12" 18" 18" Footing Reinforcement Not Required 2 #4 bars 2 #5 bars 4 #4 bars 1 top i top 2 top 1 bottom 1 bottom 2 bottom Slab Thickness 4" Nom. 4" Nom.. 4" Nom. 4" Actual Slab Reinforcement Not required 61'x6" 61'x6" #3 bars on 18" #10/1110 #6/#6 center both way Moisture Barrier (2) 6 mil visqueen 6 mil 6 mil 6 mu 1" sand visqueen 1" visqueen 1" visqueen 1" - Not required sand sand sand Garage Reinforcement 6"x6" I/10/ii10 or 1/4 slab , Free Floating 6"x6" Free floating 6"x6" 114 slab (3) (3) #10/1110 #6/116 Grade Beam - Garage Not Required Not Required Same as adj. Same as adj. Entrance ext. footing ext. footing Subgrade Not Required Not Required 4" coarse 4" coarse sand (4) sand (4) Presaturation Not Required Above opt.. m/c 110% of optimum 120% of optimum to depth of rn/c to depth of rn/c to depth of footing (No footing footing testing) Note: (1) The surrounding areas sould be graded so as to ensure drainage away from the building. Concrete floor slab in areas to be covered with moisture sensitive coverings shall be constructed over a 6 mil plastic membrane. The plastic should be properly lapped, sealed and protected with sand. Quartering of slab should be accomplished by the use of pre-molded expansion joint material and not by saw cutting. One (1") inch of sand over moisture barrier may be included in this four (4") irch total. ACTION ENGINEERING CONSULTANTS PLATE: A - TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE -) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST b/Tc/LCT1 70-7S 7V 9-I19-/ L07- 9 WT /2 o...'s. s /,04/ LeDTS /70 -/7S q9 2- /OS Lcr'/ /2.9 /O'/S 177 89 /O ior /a /3.o-/.3 /2.3 17 90-9S /23 O LD //. VT tsq ____________ O -9. 7 S /2 .3 /09. & TI 70 1O9" L/E _______ /0,i IT 88 //tP 0.0-oz- /1. 87O 7T &/ 0.O- /tO 9z. 2- 77 83 /040-/0.S i/?.Z 9Z //4/ 9.8 9,.7 V /9.0-/9. .17 qq2 71T c99 4' /,V /'44CE bA/Ii 7)' D VEJ2 SEi/f/ca LJA/ Ml NSI7Y L ,9/C " /777 . ZOC T/O,V.S L/S 7á iPJ t)iv /?P-f 7b /4' qT/,1/3- TABLE I /// L_•\ 7-Es 75 ON r,,'E V I? .E ,V07 Ex7oc.qr,'w.s w. 0. 2 / /02 / " ACTION LLLI \ENG1NEERING • TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE r) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST // 7-,eLfT /&c-/a.s ./ //.9 -17-- 9-17-8/ /17. L07/ ,'.S-/2O 8.1 /C& 777 90 //3 /19 L0716, 777 qo /2/ /2.-/3L q2 /.9 /2 12.r-/3.0 /7/ -V 9/ /23 /. s- / 9. o 181 /o s.-9 /24 O-.5 /3.1 1215'LT / /O C - /O. S /0.2 /09i 0 /2 . 9.-/O0 16.9 /O 90 /27 /3.0-/i.S 9.3 /O7 /29 /9.S-20.O 1,8.2 //JZ /30 LI.E C 21ela 0 -2O. /S-0 /075- 777 9/ TABLE I ' ACTION . W.O. 2//D2.. \ENGINEERING GEOTEC)q,aCA CDrS.*AI.,fT TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE -) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LO7'/3 /9O-/9.5 /3.0 /09.0 90 /4/• 7 /10. 7 /_$ 00-0. /75 995 7T 9 9-22-8/ 13/ /0-4'5- /70 9 .0 77- 93 /3 LCT / qQ-95- /09.2 90 /37 1-67- /5- /3. /1/0 83 99.1 71 9,57 LOT/'/ 20-/.O 90 /076 liT 92- /3 Z3k CJILVT / ISO -isc .5 z1 /05 9 771 L9 9 /0 210-21i 79 ///. /11/ LOT / 7. I/tO 17 9/ /'/2 Z-07- 13 /4<S-/o so /11.5- 9 L,7AE L 20-2.r /3.J 9O iT ,Q5 90-9.3 /L// 70 /27. 97 * IN PLt9c.E LEA/S/TV fLOW &)X / TABLE I /T'ACTION 0 'i/C2 LLLJ ENG1NEERING GTE c NTS TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST /O./ 1777 /1/7 Z-07 Arn '/O-/S /8 /2 Al 0 P7T qq N13 /1.2 /2-7 97 /2.S //3.5 /&D i/714:L672 /80-/8g 92 /07./ 157 L07-/.3 /2.0-/2.S e9.13 iii.3 98 1/2.0. 93 /5$ LA?/E Cl /-/.S /3 L9 41 Z1 1/8 /OS 2 qj /, . /9.0-193 94 Al3 /E7 LOr /1/ . t.O -(a. S 8.7 / 121 q. /Sc Le)T /3 11.L)-11.s- 7S- /05- C? iO.0-/O.5- 12. Z 777 96 i2W . TABLE I ACTION . w.o. Liii \ ENGINEERING I -.-• CANTS TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE rr MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) I SOIL TYPE RELATIVE COMPACTION DATE OF TEST LDT/'I /t3 /10./. 9/ /2 LZiT /i' 0 /2.1 /07.9 92 /t ,_s STE T2/1E /9.0 -/95 9.9 /o(3 777 960 /70-/7¼S 11.5' /o/.9 777 / r v t3- 2. in 93 1/2.7 / . 0-35' 9.9 /o/.3 9i /7 '1LD-'/.5 //3. 941 //5 95 9-28-81 /9 L/7?/-/.'LOT/ /3.O-43.S' 1/3.0 9/ /70, 9079.5' //S 9/ /7/ L,KcjJLL/E,eT'-/ 70-7.5' 3.9 1/2.1 93 /72 7 I. S-22. O 50 //s-,o /73 9.2. 1/2.9 /71/ -615' q7 //0. /75 1 LCT/ 10-15 ST3 /0&( J77 qz /m ACTION LLZJ \ ENGINEERING GWTEQA CO TS TABLE I w. o. _34//O2. TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 7Co LD7 /3 20-2.5 /079 77T 92 777 10-1r 8.7 709.0 I7 L407-/4' OO-O.s 27 /107 77T 9I /79 Lo 7- A3 70-75 9. 9.'/7 71 90 9-29-61 20-2.5 /2 / LO r /70 -/2S /05 /0(.S lv 9S 70-17T /iS 106.3 17 /83 H. LOT IS- 00 -0.5 5..3 /09.0 177 93 /&-/ LoT/s . tO-/S 5.8 /09. 6 77T 93 Ll /8S LOT 16n 10. / 0 61. 6'/ 1149. 2- . 97 /87 /-07/6) . C) -O%S 9.3. //0.7 171 9S /&S LOT/3 16-r 9.9 // /89 zor e- (,.O(c,S /2./ 11&.7 190 1 LOT/ /(O-/ /'-/.$ /03. TABLE ACTION W. 0._•i a ULI ENGINEERING GW cONTS TEST NO. LOCATION D BELOW FINISH EPTH OF TESTS GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE . RELATIVE COMPACTION DATE OF TEST i'-io-i','.s- 93 9-3O-& /3.0 /94' LO7'/9 /D-/S.S /3.ô Z -72_ 93 90-9.5 /E./, 1/9. & /97 //L'-/t5 ,S.O 77 /0.0-/0`3 13 /O,.& 717 96 1/12 '72- 670 s, 77T 915 L.D7 5 /o.O-/O.g /7.0 I/O 0 93 /37/ 96 203 Lc7 //.S-/2.O /1.7 /01.9 . 9/ 00,q LT/7 2-30 /z.4 //32. 2T 97 2.S-S.0 /2.'I /I_7 q7 ./m ACTION LZ-U \ ENGINEERING cr.*XAN1-s TABLE I W.O. _2_/ /62.. TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE -r MOISTURE. (PERCENT) I DRY UNIT WEIGHT (LBS./CU. FT.) I SOIL TYPE RELATIVE COMPACTION DATE OF TEST LOT /7 )-2. /2I //65_ 77_ 9 207 /24/ 1/3.5 , Al /3. I/O. 7 93 209 0/7//' LO/ 20-25 /3.0 /.2 2/0 LioT 2/I L075 /20-/2S /SO 2- 972. '2 '/2S-/O /i3 /it5 flY 2/S L0T' //.S-/2.0 /5:0 ///0 . 91 2/'-/ L07S '9S-/O.O 21.9 7V 90 21s- is 140 Al S- 9-3 216 LoT , / I. ô - It s 8 /03.9 93 2/7 Q.0-9.5 tozc 77 41.S-.0 /2.1I 9-3 /1.7 220 is-so 1/.! LiT 9/ /m ACTION LLLI ENGINEERING TABLE I w.O. s2//C RELATIVE COMPACTION DATE OF 1~ TEST II FI TABLE I / 'ACTION W.O. LLL' ENGINEERING TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST a3 r/9 .i /0/I 90 2-36 239 co-o.s 1/.! /0.3T2 1V 95- 2q0 QD-CS, .9 /0/7 2,411 0.0-0s, 8.7 iOc 9 24'2 .30 JJLfrE,eT3 /30-/US /30 /O&/ 77 A13 9'! .2 /70 97n 7T 93 2W ____ /S-/0 52 /O&.O 70-7S /3.0 9 2 5- & D 190 /O0. 24'7 7-2S. nz.i 2 Ald /07, 671 2/9 Lr 2SO '-/S-SO /0.5 /03.3 TABLE I ' ACTION W. 0. LLLI \ENGINEERING GCAO TEST NO. LOCATION DEPTH OF TESTS, BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 2.S7 LT / /1.1 iôsa qq 93 2S-2 /&.3 /119 • 25-c q o - . S It I /13. 960 /2.9 91, /O&O 7)r /5 /tJ'-12- 2S6 L073 4O-9.5 1/.! 7T 29 L07 / < O -/ 5 /2. q /D..Z 24/024 /3.0 //i 77 93 26/ LOT() -3.,7-/O /1.1 /o3.S 77 qE to-/s /OO m 94 263 L £T 5 7.17-18.0 /-3.0 /07 ,q 777 ?2- 2L,41 Lc7-3 /.S /O7. 77TT 25 LO7'-/ SO-S 8.! /O 77 TABLE I /'ACTION WO C) 3//_ Z& ENGINEERING I • NTS TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE l) MOISTURE (PERCENT) - DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LQ7S 25-3.0 43. (3 /07.8 77Y /0-7-RI 27 Z-0 7- 3.0-'s /2.'! /0,5:- 2- 77T 90 2g-3.0 /J., /O&'/ 777— 93 S- 12-0 104S 77T q3 270 nl7r-1-1: L// 20.0-20.Y /1. / /9. 27/ L07-9 21.0-2/S /2.2. 1017-41 272. LOr/ i.o -ia.g /3.! //Z.0 73 /r/-/: LOT// /2.0-/2.5 /Z /2.0-/2..c /A .R 27j-1 /08 ics.i 275 L7 9 /,O-/(,.S 92 qq.7 7T 276o Lr/O q.O-93 q./ IT q2- 277 L,07-// 6.09.S 99 106.9 77T 93 27 LOT // /1.1 //OO 771 qq 279 LT /O S0 -ly 17 /0. 5 /23. 2. itr 92 2&D LLT// 7.0-25 /1.! /6S9 71T /9= /11 ACTION LLLI ENGINEERING GcCCO TABLE I W. 0. ..3a//O2L TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT.) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 23/ LD7-9 /O. /a3.9 120-12s, 93 28?- it 7 /02.s-71T 93 23 Z' iôr 9 / o -,. - 9.9 9915- IT 9 I8L/ /7ZH.L.7/0 0.0-0. /1.7 /0/3 7V 9/ 1/.! 999 90 it / /O3L TV 93 237 D/7Z/-i LT// /0- 75 102.8 77 92- /02.0 7V 9/ 23 ,11 3.C-3.5 /3.6 io'-/.'-f 93 290 zO/72H:LOT9 OS_-jO /1.7. /004 YV 90 29/ q.O-9s /Lf•/ ,o.9 77 97 29 LOT / O-3.3 /L/ / /03.5 9O 29-31 Z-07-4 141. qq. Z3 2 9,q LOT / Z 0-/S /3.1 92o 29S L073 io.o-/CS /5T /O TABLE I /ACTION . W.O. WI ENGINEERING I -GEO. ECICAL CLA7AN1S TEST NO. LOCATION D BELOW FINISH EPTH OF TESTS GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 296 &X L2O i-er a ,, ô -it ii. /06 9 7Y 2'77 296 D/7z/-/.L.D772- t- 2. ZD/1.! iO73 77T 9Z iO-9-81 i/7Z/.-LDT/3 Q.S-tü es /O43. 77T 3OO L/TZC'LOT// 20-2S' /O./ 77T 91 -30/ D/7z/,'. LDr/2 j 00-6, S-' ô. 7 /OS 777 90 302 L/TC,4'iLL7// O.Y-tO cS./ . /tO.O r/ -7 9/ L/72f1-/.L0T/2 9.3 /O.ô 72T 30'/ 2/7Z/-i.' L0r/2 0. S-i ) 7 S- /0 4/7 &S L)/7Z/-/.'L0r/2 0.-/) 5./ /O/.7 77T 90. 2)/7Z/i1.' LOT/i i0-'i5 7S /Osz 77T 307 0-y S' 7.O /05/ 777 309 /7/-/.. LOT/S /O.S 108S 777- 1 9-3 20-23 1/.! io.'-/ 77T I 93 TABLE I ACTION w.o. LLLI ENGINEERING G.w .jI%.AI. CSIJ.i*NTS TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST /O-t ly 9.9 /078 777 9/ $/2 ,7/LT3 26.O-20.5 /7 /O( 7Y 3/3 0,\'&JLVE.7'/ / o q. 7Y 9/ _31AI Z-07- /5'a 9/ in /0.1 1/2.9 LoT /7.S i/S i.5-7O ./7.5 /09.5- -319 L07- E- lILa ?21 -(.O /2.0 322 L cT D -3 /2. iS I/O. 323 /T/-/ LOT/ .O-3.S 8./ /o(,. '1 777 9/ ?L/ Li LL'T/h ./ /08.2 92 1 -32S- I L17L6T/S .7 /07.0 777 9,' TABLE I 'ACTION w.o. 42J/O LZLI \ ENGINEERING I G1ECbAA. CJSWAN1 TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST q. 3 /O.O 177 10-12-31 327 O/7/-/'LO7/I 20-2. 8.7 /073 0. 70 /03.7 -2. ô & 7 /6.3 90 /0J9 77- 93 i 23OXfL'LI/E'2T 2 C S- t 0 . /2.4 /02. 9/ 2 rizor 1/ '/5-ô 70 /00.2 7V 90. 332 /0.0 -/0.5 23./ /01.3 71T 80-aS 9/ "Al /0.5 997 3c 21764' L07-9 o- t o 1/.! 1/0.0 77T 9.3 91/ 115-2.0 /070 77T. 9/ 137 L / 7ZW' LOT/I 00-6.s /o. s- /07 ..33 L /CH, LOT ' 0 -3. S- / /. / /07.5 777 LOT /0 / S-.O 11.7 31-/6 fr7IMO 1/In 12O& /20 -/2. S i/O /7)7 TABLE ACTION W.O. 221 /O LLLJ ENG1NEERING . AL CO4.LTAP4TS TEST NO. LOCATION - DEPTH OF TESTS - BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST e,q,'v,vo v,i' ,& ,'zo-/zs i,.o Aolqn C?in 10-12-,81 /S /02. 7V 9/ ,zlzl LLD7 h/ ['V /: / 5• 77 90 _3 AIS-' 0 / 7 /01 CJ?P//AJIJ I//9 £/J F 'V 1-30-/3.S 1o9.0 9z o - / /iSTD 9O LDT 2 0-2 /t / /O(. 0 777 9/ 99 /O go /0. S /to. IS /03T 6=1 ___ LOT/0 2-3o ItO /077 7?T ?L LDY /1 00-0,5- /17 - /06.7 77T 9/ __ • /.o-'/s /1.1 /O - 77T 9/ TABLE I ACTION W. 0. .32//()2_ ENGINEERING - cAiNT TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 1/.! /L3.9 2O-2 /C..3 /10'-! 7-&O /5 /,O.q 77 97 1/.! //O.s 7r 2.O-2S /9 /072 7Y 93 & 0 - 1-3.S' / / t i 36-3 /1.9 116 .41YT 97 &0 -3.S 21.0 i/B,. 0 IT /3.9 /12.9 /5O /13.9 /9'.! /13.0 zor 7 sO .S7 2.0-2. /07.2 93 TABLE I Z7'ACTION . W.O. 32J /0 \ ENGINEERING TEST NO. LOCATION D BELOW EPTH 1:15S-1s GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST -376 LOT 7 - S 9.3 /O 7 90 L7 to-is 8.7 76.7 90 LT to -is- /2.4/ /099 - Z.10T (o 30-.3.S- 9- 9 /072- XT 90 106.101 90 27S LC7-9 - /0-t /1.1 /O7 90 Z-0 7- 4S 2.0-2.S /2.4 /109 93 277 20-2s- /07,1/ -37q LOT c 1. O -t 5 /5 S /070 90 /0 9.o 77 3/ LT 70-7S 72.1/ //L/S 7T -38Z LZ7r 2 l f6-YE- 12-1 112-3 77 9s- 112.s- /$.S /07.S TABLE I AAENC31NEERING CTiON I G43CMEM4PACAL C.LThNTS TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST -3a7 LT / /35-/'/O iz. /0s0 97 9/ /2. /3. It 0 /O 77 90 87 __ 'L'LVE.ET / ID 0-/O. Y /L/ / /O', / /1.0 IO'/.O 23 9 /0 1/ 0 12.1 /O5. / C?O .39O i30YLL)LL'EET/ Q0-95 I/O /&O _zr 39/ LIT/ /'-/I /095 /020 23 LOT3 /.3.O /02. .3 9/ IL)X2JJL L/E,7 / / s O -/.STS /2.1 1072- $9S L,07- 20-2 Y /2.1 /09.! 0 0-O. / I. 0 . /09. S- - 97 / r t o // '1 //o. 0 -IL '9S /3.0 - /09. -lZ 299 L LT /3 3O -3.S 109.2 XT 1 92- TABLE I ' ACTION . W.O. .32/ /62.. \-M ENGINEERING C.LTANTS - TEST NO. - LOCATION MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST /'/9 io&9 /&/516/ '/0/ 0 S--/ 0 7 5• 90 103.2 75 /072 '/O'/ z3O'CJ}LvET / //O -/tS 1/0 /L0// ql 90 - 12.3 Ins. 6'6 Cfr1/Vô vi,*i ,eci /10-/i S In. 5 /OS 77 92 '/07 /'/O -/4'. /3. 5 7Y 4168 Ln-ra 70-25 /2.9 4/09 /1.9 /03 Yr 92. 'I/O CRMIA.16 VIA o& /2.o-/2S / I. / /072 93 'I/I LOT /1 /.0-t It / /12.2 941 1/.! /1/0 93 11/3 Z-07'1 It 7 /072 77 90 /023 92 10-19-431 LACTION \ ENGINEERING c_GEDTEQ4CA1 TABLE I W. 0. 2//O2... TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST /,•/ /) 717 90 94/ 1,1/7 1/o93 /4</ /O&'/ 7V 93 '-// 72LH~ 2-07- A(= L/.O/S ,4/9 /L)8.5 77 .93 171/9 zô /0 %5//. O '12L) qs-iou /17<1 90 1/ / 8.0 -a.s- /710 /.. 9 71 90 ScD -S & /4 / /O. / 7Y 1/23 LCT/, 90-9131 1/2.9 115-n /oL).S 717 90 Z/25 rr/zorI, B.-9.O /4<! /09.O LL)T /L/•/ 77 '/27 V-70 /1.0 tO-tS /1/1 /O4< 9/ ZACTION \ ENGINEERING TABLE I W.O. TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LOT 2L, -2 S /t S ZL)7/3 /./ 99.0 '132 LL)T'-/ 0S-t,Q /3.0 /02 77_ .O-S- /'-/./ 95- L12 41 20-2.5 /3.0 7O.9 2Z 43S Lô T 2 S- 3.0 /3. 12-2.s- '/()S ./to) --41. /0.9 437 L072 03-/.O /3.7 &D,k'CJJLLJE,2T / 0-t /0.5 //8.5- V'?T 90 I/3 /7/-/.'Lo7-/7 0.0-0.5 /O.J /03 /1/0 zo T / C 0-0 /0.5 11,85- V. 98 '14/I L'2/JLVET / '7 O - S /O. /20 6 LOT/ '-/-so /oS //2 /O 4",' L)/TCJ-/L07-/ O.-I.0 /2.1 /O 71 Qs TABLE I ACTION w.o. LLL1 \M ENGINEERING I GWDA TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST '14 STE7 Li9AE qs-iOo /3.0 /O&0 77 /0-228/ 2.0-2. S 11-12 L1,417 /50 /11.0 93 93 L/1/9 S6X el)LL/E12TS SD -S t /061.zs 77 9(0 It 7 /20. 2T q/ /// . T /20.3 .90 //(.Z . 4'$3 aôx 120-12S- /L/ ///.D 92. 200 -20S 12.2- /// /5.0-/&S /3.0 //2.2 S /tS /1/2 -T /Oc-/O.S /32 /011/6 1'-! 0-/4< 3. /0.2. /12.9 /2.0-12. /0.7 /C) 9.2 TABLE I 'ACTION W. 0. 32//O1E_ LLLJ ENGINEERING TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 101-27-61 q61 /2.0 -/?. g 12.1 / / t / 92. 1/3 /O2 117 9/ z/3 /7 14.Lor/0 ..3-/O /2.3 /05T 7V 92. L67 /1 £/oi.S /0.2 /1/. ô 92- 4'(5 ,oi'r .O - S /2.0 /04'2 iT /O-29-&/ 14164~ .30 -3S 12.2- 105-2 7V 92- L16 7 6/T/4iL0T// £D-tO /0.5 //'/. '/S L30YLJLJ/EI2T 2 10 -IS- //0 /O 9.9 /2.2. /0 3./ '170 417/ DL/&7 /0.0 -/O /2.2 1/00' '/72 L) -8 9.1 /02.9 YT 90 /7-3 1 /00 -lOS /2.2. /070 7T q 9-/OO /3.1 /09.2 Yr I TABLE I ACTION . w.0...32//0 LLLI ENGINEERING ---- GCCc TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) I DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 41 7,Y LOT/I /2.o-/.S /1.0 /ay O 77 9/ icO/ L/7(Z36,Y2vLi/E1er3 20-23 /3.0 q2y iT //-z-8/ 4/77 LI/ 7z1,'.' L T /O /3. 5- /'/ 0 /2.9 z/75 O-/.O 90 /10,6 IV 4/79 VF?73 %S03 /0.5 //0.6 /5-2 0 /1.0 1119 i/.S //L/O L07/ 94' ,4132 L/OL/.S q. //0., 77 to -t 5 9. /o. z -zr qo ' DL VEIT 3 1-10 -41S /3.0 /04' 5 q/ /075 VT 92 7 ISID'CJ2LLJEE7 4' /9.0 -R 170-/73 77 41B8 /1.1 /O&S 777 90 41,89 /20-/ZS /0.0 TABLE I 'ACTIDN w.O. //O& LLLI ENGINEERING I • WA 03PJS3ANTS TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 10 &x i',er i-i is s- / O //-7 /06.,T ,'o _zz 93 92 /3S 1041.9 9/ LT/S S0-S /3.5 //2.6 /'1.O /09.S 777 9-3 '/96 ./72C/-/.'L0T/7 /1.0 /12.2 -Y /9 7 oxL'LL'E,v3' o /. ô 11.5-- ice.? 92. /?& z)/rch'.Lr/ 0-6.S— /0.5 iitS 92 .qqq eLXCJJLL2fI27.3 os-to /0.0 /OS./ 77 cl SOD L7-/2 20-2.S ItO //2.c 50/ uLvEr3 /o-/ 90 SO Q.& /02.9 XYT LLDT 0.0 -0S 7.0 .S23 LoT -L/ 0.3--/o 116-c)177 LOT i:S - Q.0 iI/.O 727 97 /ZZ= TABLE I 'ACTION W.O. .32 / /c32_ ENGINEERING TE4CA CCN%lSLX.TArwTs TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) - SOIL TYPE RELATIVE COMPACTION I DATE OF TEST 5O3 LOT S- OO-O.5 9.0 116.2 5On i7/1.' LD7/ /0-/S /0.2 110.2- ,5-07 s7i?r 70-7,S- /0 / /2. eS 9 - X L'L&W L/ . 0 / 1.9 /07 3 . 7Y 0 12.1 lOS. 0 77 92 to-tS 1/9 s7a Eox eJJLVEJ2T 41 /5:0 -/5- .j- S-13 i'. q s-ia o / t / 97 -3 s7 4/ oxuLvEr / 0.S-t 0 /C. 5 /O& O Qi/ /1-12-6/ t S-2. C) /2.1 77 TO-S5 ii. / ,'O. 2 VT S77 /O9 s19 L/TCJI.-LOT/'/ - .30-3S /0. 1/0.7 9/ TABLE I /1' 7ACTION - W.O.-32110Z LLL/ \ ENGINEERING - cr..isw-p.r,,ys TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (a-) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 520 JDiICH: Z-6 71-3 t-.ô /0./ //O./ 621 S2 O.o-O.S 1/.! /%.o ZIZ LD7/3 2O-2S ii., /092. 777 52!/ L/?kE c. 2.S-3.O 00 -o.s //. 3 /0,576 IV 9'! 52 C0-O.S /3. /O4 S27 LO T1 2- /2.1 9 io /01. 40 8.1 //02- 777 ?4' S29 ,0CL'LL//2T2 /3.0-/3. S /2.1 /03.0 71 qo /12 /O2. Its /0cSJ 777 £52 /7 /11.0 ss /7//tLOr/ /0-/Is- ,i. /asz =1 9 £SL/ /rCH.LT/'/ 2.0 -2S /0./ iv 1 TABLE I /''ACTIDN w.O. 2//2 Z& ENGINEERING CA CONSLAXANrM TEST NO. LOCATION BELOW FINISH GRADE -1) MOISTURE (PERCENT) DEPTH OF TESTS DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LT /O Y-3 7 Lr /2. 0.0-01.5, L9T/3 0.0-0S 9./ //$.S SVO /2.5 LOr/C.. Dolor /2L) /09 4! TABLE I ACTION. a LLLI ENGINEERING __ /\ACTIDNV /1/ ENGINEERING V V V V GEOTECHNICAL CONSULTANTS V February 2, 1982 V W.O. 321102-A Birtcher Pacific 27611 La Paz Road V Laguna Niguel, California 92677 V V V V Subject: Addendum to Grading V V Inspection and Compaction ( V Report, Commercial V Development, "Palomar Oaks", Parcels A & B of Parcel Map 4713 V Palomar Airport Road Carlsbad, California Gentlemen: V• V V This is to correct a typographical error in the subject report. Sentence 1, Paragraph 3, Page 3, should read: "To reduce expansion potential, the on-site soils may be mixed with lime to ,a depth of eighteen (18") inches below finished subgrade". V This addendum should now be considered part of the report. We are orry forV any inconvenience this may have caused you. Respectfully submitted: V ACTION ENGINEERING. CONSU ANTS V V NORMAN B. THORNHILL V BRUCE A. PACKARD RCE 13801 PRESIDENT V V VICE PRESIDENT - ENGINEERING LM: sb 1630-G South Sunkist Street Anaheim, Ca. 92806 (714) 634-2092 (213) 852-4710 4 ////, // 'ACTIDN' S I/I \\V\ENGINEERING GEOTECHNICAL CDNSULTAFJTS March 29,.1'982 W.O. 321103 Birtcher Pacific 2761,1 La Paz Road Laguna Niguel, California 92677 Subject: ',Pavement Section for - Interior Streets at Palomar Oaks, Carlsbad, California Gentlemen: At your request, samples of the subgrade soils for interior streets at the subject site have been subjected to R-Value determination tests. Results indicate an R-Value of twenty-five (25) should be utilized for pavement design. Utilizing this value, and a Traffic Index of 6.8 as.provided by Mr. Henry Worley, Project Civil Engineer, we arrive at the following sections: 5 5 5 Section A.C. A.B. , Lime Treated Subgrade Compacted Subgrade I 4" 11" *12" II 3" 4" 8.5" 5 *4•5% lime by weight We appreciate this opportunity to be of service to you. Respectfully submitted: ACTION ENGINEERING CONSULTANTS S NORMAN B. THORNHILL BRUCE A. PACKARD RCE 13801 PRESIDENT . VICE PRESIDENT - ENGINEERING BAP:sb 1630-G South Sunkist Street Anaheim, Ca. 92806 (714) 634-2092 (213) 852-4710 VOLTS LOCCATION FEED LENGTH ___Tym !iU 2.'4W IS BUSSING PANEL ; UI I! qfq ME _________ iiii - __ m-_- ______________ TOTAL WATTS PER PHASE AØ J 30 13) 2 V cØ )J7Z LRST PHASE WATTS VOLTS 1w AMPS JkI NO. CONDUCTOR-5 ti wiRr,, SIZE 3- _/ A 4- '- "4 il CONDUIT SIZE "'i1• VOLTS MAIN BUSS LOCATION PANEL PANEL FL'-r.P. LSr-,Lw lot -r'Qf FEED LENGTH MFG. TYPE DESCRIPITON - DESCRIPITON WIM .ONE ANN ;; I! -u I! : • MAIN ~1000 n h,.. ________ NIP • m ANN mm Hill Hill • i_______________ NINE MENINE MMEMMIN MIN • m.i________________________ ONEEINEINE • • _________ • - -, - TOTAL WATTS PER PHASE ÂØ 3a240_ BØ 33c 4'o co 21-5 710 LARGEST PHASE WATTS 330'0 VOLTS /Z AMPS a-' WIRE SIZE CONDUIT SIZE V4Lloiry- Lgfj - I r F Liç C..A oal D/s Ir,)l9 I2t. I, -v - - - " 3 - Z ) -ç# 4 "T &ra 4e. ICS * P - . I:..) r-.1 .. kv T ' 2'.c4Lef7 ; _ ' -r . . -r .j ) -# '' .. d1Le jJ p 'd_r J4 -r i J2..... .' 1 .. 0 PS IZ. .. LiH'S. .*/a C. 0, - C. ) z4/ L. IC.. -r . •• t C.. #- ,. , • r,a?-s I: :