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Home My WebLink About2850 PIO PICO DR; ; 80-667; PermitLICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under p- sions of Chapter 9 (commencing with Sect,/ 7000) of Division 3 of the Business and Profe. slons Code, and my license Is in full force and el- fed. OWNER-BUILDER DECLARATION Dl hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5,BusifleSS and Professions Code). Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Se0on 7031.5 by an ap- plicant for a permit subject's the applicant to a civil penalty of not more than five hundred dollars ($500). Dl, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or of- fered for sale. If however, the building or improve- ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). DI, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property .ho builds or Im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec._, B. & P.C. for this reason_______________________________ Date _____________ Owner WORKERS' COMPENSATION DEG),ARATION I hereby affirm that I have a certljate of con- sent to self-insure, or a certtficatfWorkers' Compensation Insurance, or a cjItI.fJ copy thereof (Sec. 3800, Labor Code>. POLICY NO. COMPANY OCopy Is filed with the city. OCertltied copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' CO -tPENSATION INSURANCE (This section neèaanot be completed lithe per- mit is for one hundred dollars ($lop) or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any In any manner so as to become subject to kers' Compensation Laws of California. TO APPLICANT: If, after making this Cer- Exemption, you should become subject rkera' Compensation provisions of the 'ode, you must forthwith comply with such 'ns or this pèmtt shalt be deemed revoked. JONSTRIJCTION LENDING AGENCY CITY OF CARLSBAD—BUILDING DEPARTMENT APPLICANT TO FILL IN INFOR- CØ .MTION7 WITHIN RED LINES. No, 2850 Pio PicO JOB ADDRESS AV. ST. RD i I I i JDATE OF APPLICATION 9-3-79 BUS. LICENSE PERMIT NUMBER BD 479 OWNER - OWNER'S PHONE Pio Pi Noth) . S 213540-0333 PRIME CON \ R. W. STATE LICENSE OWNER'S MAILING ADDRESS . . 21157 Hawthorne Bi. 'Ibrrance 90503 CONTRACTOR'S ADQVESS /67o CONTRACTOR'S - of /1 s4ñachiné Certified LOT PaL I BLOCK 1 and I SUBDIVISION IpDr. of 2 PM 411 I ASSESSOR'S PARCEL NO, I I I I I I I DESIGNER 3±11 Robinson STATE LICENSE 327223 DESCRIPTION OF WORK OFFICE BUILDING (NEW) DESIGNER'S ADDRESS DESIGNER'S PHONE CENSUS TRACT I GP LAND USE ZONING i RES. UNITS I ---._I PARKING SPACE NUMBER I OF STORIES /lp . , BLDG USE I " C. P STANDARD PLAN # TYPE CDNS T 0CC, LOAD XrAMATI(A)it~~ ~!f~ CITY. PLUMBING PERMIT AMT, QTY. MECHANICAL PERMIT EACH FIXTURE TRAM - . 7 INSTA\FURN.DUCTS UP TO 100,000 BTU 7 EACH BUILDING SEWE\ . ,32('.' OVER 100,000 BTU EACH WATER HEATER A/OR VENT . BOILERIC0MESSORUPTO3HP . EACH GAS SYSTEM 1 104 &t,TLETS .- " . BOILER/CDMPRSOR 3-15 HP EACH GAS SYSTEM 5 OR MOR\ - BOILERICDMPRESS16$-c1P EACH INSTAL., ALTER. REPAIR WA('IPE (a.. VENT FAN SING LE45k EACH LAWN SPRINKLER S).SM "\ , MECH EXHAHO0D/hCTS WATER SOFTNER _-" .., RELOCR(N OF EAFURNAC"EHEATER BUILDING PERMIT Ts.-,up _ - ....—." Issue\ ________ 3 .., ___ SIGN PERMIT/SO PLUMBING CONTRACTOR bO S.. ." TOTAL MECHANICAL . CONTRACTOR PLAN CHcCI( I : ALL INCLUS VE PERMIT (liv. ELECTRICAL PERMIT AMT. MOBILE HOME PERMIT - S AMT, TOTAL PLUMBING - ELECTRICAL. NEW CONST EA AMP/SWT/BK( . AWNING MECHANICAL 1 P ,25 3PH PORCH . MOBILE HOME EXIST BLDG EA AMP/SWT/BKR . - SET-UP SOLAR II.. 1 PH .25 3 P iN . RAMADA CABANA REMODEL/ALTER PER CIRCUIT )<' . FENCE OVER 6' ' TEMP POLE 200 AMPS ,,/' . TOTAL MOBILE HOME MICO-FILM OVER 200AMPS TEMP OCCUPANCY (30 _DAY)/ Is€ .. . TOTAL ELEC CONTRACTOR TOTAL FEES PAYABLE =1 , I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS IssLIEo:ro COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPEGIFIED HEREIN OR NOT. I,ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CAR LSBAO AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 'AN OSj-IA PERMIT IS REQUIRED FOR EXCAVATIONS OVER S'-O' QEEK,AND DEMOLITION OR CONSTRUCTION OF STR~TIR SO VIER T IES IN HEIGHT / APPLICANT'S SIGNATURE OWNER[] CONTRACTOR i I tAPPROVED BY DATE A 77) - - * APPLICATION & PERMIT USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 / 'a CITY OF CARLSBAD— BUILDING DEPARTMENT APPLICATION & PERMIT USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 NO. JOB ADDRESS AV. ST. RD I 114i1c1c 124.L=in I (DATE OF APPLICATION /-2-8" BUS LICENSE Z._'-'0." PERMIT NUMBER 6U-6,0A OWNER OWNER'S PHONE &E26 /O/4/J q //-/// PRIME CONTRACTOR STATE LICENSE 27223 OWNER'S MAILING ADDRESS /070 ~o. $frV7'4 /2, V'9 t/0/g CONTRACTOR'S ADDRESS CONTRACTOR'S PHONE 12956 , .., - Not Valid Unless Machine Certified LOT BLOCK SUBDIVISION t As PARCEL NO. DESIGNER STATE LICENSE DESCRIPTION OF WORK 1ZE ,C07'-,1ç DESIGNER'S ADDRESS /070 , ,ç5 DESIGNER'S PHONE 75-73/ 0 'V ~a i7 CENSUS TRACT OP LAND USE ZONING RES. UNITS PARKtNG SPACE NUMBER OF STORIES BLDG SQ. FT. BLDG USE 0CC. GP STANDARD PLAN S PLAN ID S TYPE CONST DCC. LOAD VENT FAN SINGLE DUCT MECH EXHAUST - HOOD/DUCTS UTY, PLUMBING PERMIT AMT, QTY, MECHANICAL PERMIT AMT, EACH FIXTURE TRAP . INSTALL FURN. DUCTS UP TO 100.000 BTU EACH BUILDING SEWER . OVER 100,000 BTU - EACH WATER HEATER AND/OR VENT . BDILERICOMPRESSORUPTO3HP EACH GAS SYSTEM 1 TO 4 OUTLETS . BOILER/COMPRESSOR 3-15 HP EACH GAS SYSTEM 5 OR MORE BOILER/COMPRESSOR 16-30 HP EACH INSTAL., ALTER, REPAIR WATER PIPE EACH LAWN SPRINKLER SYSTEM . WATER SOFTNER RELOCATION OF EA FURNACE/HEATER BUILDING PERMIT -1— ___________ .3 :- SIGN PERMIT TOTAL PLUMBING CONTRACTOR . TOTAL MECHANICAL CONTRACTOR PLAN CHECK .,. -I-- ALL INCLUSIVE PERMIT I I I ciTY. ELECTRICAL PERMIT AMT, QTY, MOBILE HOME PERMIT - AMT, TOTAL PLUMBING ELECTRICAL NEW CONST EA AMP/SWT/BKR . - AWNING . MECHANICAL ' •. I V . 1 PH ,25 3 PH . PORCH . MOBILE HOME EXIST BLDG EAAMP/SWT/BKR . SET-UP SOLAR I I I 1 PH 15 3 PH RAMADA, CABANA I ' I I . I REMODEL/ALTER PER CIRCUIT ,.." FENCE OVER 6' . /•) TEMPPOLE 200 AMPS . TOTAL MOBILE HOME CO-FILM OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) TOTAL ELECTRICAL TOTAL FEES PAYABLE . — CONTRACTOR I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS 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. 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER - 5-0" DEEP AND DEMOLITION OR CONSTRUCTION OF S OVER 3 STORI STRUCT IGHT x _ APPLICANT'S SIGNATURE' OWNERD CONTRACTORO AGENT 0 BY PHONED OVEO BY M&_#A._.t__- I LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is in full force and ef- fect. OWNER-BUILDER DECLARATION Dl hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5 Business and Professions Code), Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the-alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a clvii penalty of not more than live hundred dollars ($500). Dl, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such Improvements are not intended or of- fered for sale. If however, the building or improve- ment 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). Di, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property t.ho builds or im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec. , B. & P.C. for this reason_______________________________ Dale ______________ Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-insure, or a certificate of Workers' Compensation insurance, or a certified copy thereof (Sec. 3800, Labor Code). POLICY NO._________________________ COMPANY OCopy is filed with the city. OCerlified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed If the per- mit is for one hundred dollars ($100) or less). 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. NOTICE TO APPLICANT: if, after making this Cer- tificate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction len- ding agency for the performance of the work for APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. . • 1 SITE ADDRESS: OWNER: PERMIT NO: FIELD INSPECTION RECORD INSPECTION DATE INSECTOR INSECTOR'S NOTES WOOD FLbOR FOUNDATION e FORMS • SET BACK o TOILET UNDER FLOOR PLUMBING UNDER FLOOR HEATING OK TO INSTALL SUB FLOOR SLAB FLOOR UNDER SLAB PLUMBING FOOTING* FORMS* SETBACK -TOILET OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME OK • PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK • PLACE TAPE - EXTERIOR LATH OK • PLACE STUCCO - FIREPLACE - DAMPER & STEEL PLATE TIES/HEIGHT OF CHIMNEY OTHER - TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING PRE DECK FENCE PREPLASTER SHOWN • FRAME sPAN FINAL INSPBY SLOG DEPT OTHER DEP.y's REQ COMPLETED ELEC METER—PERM—TEMP - GAS METER—PERM—TEMP - - - - CERT OF OCCUPANCY ISSUED I CITY OF CARLSBAD—BUILDING DEPARTMENT APPLICANT TO FILL IN INFOR - LICENSED CONTRACTOR'S DECLARATION APPLICATION & PERMIT I hereby affirm that lam licensed under provl- USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 MATION WITHIN RED LINES. alons of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- - RD g / j / , -1 aiona Code, and my license is In full force and ef- No. ,. ADORESS AV. ST. DATE OF APPLICATION BUS. LICENSE PERMIMBr .? fect. - OWNE OWNER-BUILDER DECLARATION Dl hereby affirm that I am exempt from the Con- (Sec. 7031.5,Business and Professions Code), Any OWNER'S MAILING ADjDI%ESS •,_, _______ city or county which requires a permit to con- /,, structure, prior to its issuance also requires the LOT BLOCK j SUBDIVISION applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 DESCRIPTION OF WORK commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empl therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a CENSUS TRACT GPLAND USE civil penally of not more than five hundred dollars I BLDG SQ. FT. I BLDG USE DI, as owner of the property, or my employees with wages as their Sole compensation, will do the work, and the Structure is not intended or of- fered for sate (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does QTY not apply to an owner of property who builds or improves thereon and who does such work ' himself or through his own employees, provided 1 (P that such improvements are not intended or of- fered for sale. If, however, the building or Improve- ment 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). tractor's License Law for the following reason _______________ ______ struct, alter, improve, demolish, or repair any IFi4? I I I I I I I I I I I i I /'/7"Ol 01-061'1 ' OWNER'S PHONE PRIME CONTRACTOR STATE LIC NSE UJ £1q CONTRACTOR'S ADDRESS CONTRACTOR'S PHONE — !oSr3I ASSESSOR'S PARCEL NO. DESIGNER STATE LICENSE I I I I I I I I I I/I9/6IS73 ."ij DESIGNER'S ADDRESS DESIGNER'S PHONE L)t4,DI BP NUMBER OF STORIES Not Valid Unless Machine Certified 0CC. LOAD QTY. 1HANICAL PERMIT AMT. EACH FIXTURE TRAP INSTALL FUR'.pUCTS UP TO 100,000 BTU EACH BUILDING SEWER OVER 100,000 BTU EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR\IPTO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3-hHP EACH GAS SYSTEM 5 OR MORE — BOILER/COMPRESSOR 16-3O"14P EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT EACH LAWN SPRINKLER SYSTEM MEN EXHAUST — HOOW61ThTS \. I WATER SOFTNER I RELOCATION_O,,,M1URNACE/HEATE I 'N..J PERMIT I BUILDING ' SIGN PERMIT I I I TOTAL PL CONTRACTOR i_JL4 TOTAL MECHANICAL NTRACTIITI PLAN CHECK ALL INCLUSIVE PERMIT L....... I I Date __________ Owner QTY. ELECTRICAL PERMIT NEW CONST EA AMP/SWT/BJ(R WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a Certificate of con- 1PH .25 3 P — T EXIST BLDG EA AMP/ /BKR sent to self-insure, or. a certificate of Workers' Compensation Insurance, or a'certified copy 1 PH .25 thereof (Sec.3800, Labor Cod POLICY NO. ,IiL COMPANY OCopy IS filed with the city. REMODEL/ALTER PER C\.eøIT TEMP POLE200AMftS" OCertlf led copy is hereby furnished. OVER 200AMPS-" — \\\\\ (30 DAYS) CERTIFICATE OF EXEMPTION FROM — WORKERS' COMPENSATION INSURANCE (This section need not be completed If the per- TOTAL ELECTR ICAL CONTRACTOR mit is for one hundred dollars ($100) or less). I certify that in the performance of the work for ,.,hi,'h this nn,'mlt Is Ivv,,,I I shall not vrnnln,,an- ($500). I ZONING RESY UNITS PARKING SPACE 0CC. GP I STANDARD PLAN N I PLAN ID N I TYPE CONST PLUMBING PERMIT Dl, as owner of the property, am exclusively con- _ tracting with licensed Contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- - ply to an owner of property .ho builds or im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec. , B. & P.C. for this reason_______________________________ AMT. QTY. MOBILE HOME PERMIT AWNING PORCH SET-UP RAMADA,CABANA FENCE OVER 6' TOTAL MOBILE HOME IUIALPLUMBING AMT. -ELECTRICAL MECHANICAL MOBILE HOME I SOLAR I_I ICO-FILM II- __________ TOTAL FEES PAYABLE person in any manner so as to become Subject to the Workers' Compensation Laws of California. - NOTICE TO APPLICANT: If, after making this Car- I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO 'A,..GS A PERMIT IS REI tificate of Exemption, you should become subject HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I -0" D P 0 DEMO I to the Workers' Compensation provisions of the FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED TO COMPLY WITH ALL CITY, TRUC RES OVER 5' Labor Code, you must forthwith comply with such COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER provisions or this permit shall be deemed revoked. SPECIFIED HEREIN OR NOT. I.ALSO AGREE TOSAVE INDEMNIFY AND KEEP HARM. LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE APPL CANT'S SIGNATURE' CONSTRUCTION LENDING AGENCY OF THE GRANTING OF THIS PERMIT. I hereby affirm that there Is a construction len- ding agency for the performance of the work for O FOR EXCAVATIONS OVER ,, 260't"2./.' OR CONSTRUCTIO761 S IN1'EiGHT OWNERD CONTRACTORD APPR1yEO BY AGENT BY PHONE D D. SITE ADDRESS: OWNER: PERMIT NO:. FIELD INSPECTION RECORD INSPECTION DATE 'INSPECTOR INSPECTOR'S NOTES WOOD FLOOR FOUNDATION. FORMS SET BACK .TOILET UNDER FLOOR PLUMBING UNDER FLOOR HEATING OK TO INSTALL SUB FLOOR SLAB FLOOR UNDER SLAB PLUMBING FOOTING • FORMS • SETBACK • TOILET OK TO POUR CONCRETE - FRAME ROUGH ELECTRICAL ROUGH PLUMBING - ROUGH HEATING/VENTILATING FRAME OK • PLACE INSULATION - INSULATION OK • PLACE WALLBOARD S..' - - .- -. 'S WALLBOARD OK. PLACE TAPE EXTERIOR LATH OK. PLACE STUCCO FIREPLACE 1.' - DAMPER &STEEL PLATE TIES/HEIGHT OF CHIMNEY _____________ OTHER TEMPOWER-(POLE) SEWER GAS TEST - - SWIM POOL • STEEL BONDING PRE DECK . . . FENCE PREPLASTER SHOWN • FRAME PAN . FINAL.INSP BY BLDG DEPT OTHER DEPT'S REQ COMPLETED ELEC METER-PERM-TEMP -- - GAS METER-PERM-TEMP CERT OF OCCUPANCY ISSUED REQUEST FOR INSPECTION TIME:_________ INSPECTOR______________________ PERMIT NO. _ft 67 DATE:______________ OWNER ADDRESS- I ELECTRICAL I Q_ B U I LD!NE,/ El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE LIFLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL * (2r FINAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El' G.F.I. El SMOKE DETECTOR ' El FINAL I MISCELLANEOUS' I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: DMONDA ,MUESDAY OWEDNESDAY DTHURSDAY 0 FRIDAY 0 A.M. 0 P.M- 7C4* • • ___ • 75 •. /• L\ R -0-AST INSPECTOR_ OWNE LB-INSPECTION TIME. 110 'S. P RMIT NO. 7 DATE:// ADDR BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY EJGROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION l INTERIOR LATH OR DRYWALL 1 FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST WATER HEATER FINAL I ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR ~( FINAL I MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS REFER PIPING FINAL READY FOR INSPECTION: 0 MONDAY, kUESDAY DA.M. M. SPECIAL INSTRUCTIONS DWEDNESDAY DTHURSDAY 0 FRIDAY REQUESTED BY NO. PERSON TAKING :V-RT RtQt.ST FOR INSPECTION INSPECTOR ,T7 \M\AT4 PERMIT DATE:_ I OWNER ADDRESS LLIIT \ - ,- BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME', El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL ELECTRICAL El TEMPORARY SERVICE - El ELECTRIC UNDERGROUND - El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL I MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: OMONDAY OTUESDAY DWEDNESDAY DTHURSDAY ,'FRIDAY A.M. 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO._______________ PERSON TAKING REPORT________________ 6 iz2 JJ,1 /1'i , CONTRACTOR I CONTRACTOR'S ADDRESS NEW BUILDING LEGAL DESCRIPTION L ). /C ,r. 4,, 'I ç ij C,2r, i I EXISTING BUILDING REMARKS: .. ( .'- i,", 1 / APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD ENGINEERING DEPARTMENT N SE BUILDING DEPT. 729-1181 EXT. 35 ISSUED BY FOR APPLICANT TO FILL IN -. * '. ' DATE ISSUED - BUILDING ADDRESS - OWNER '/., MAILING ADDRESS LATERAL LOCATION CONNECTION FEE NO. UNITS COST PER UNIT TOTAL PUMP STATION FEES NO. UNITS '57 COST PER UNIT TOTAL LATERAL NO ST. INSTALLATION DATE... TOTAL CHARGES (LATERAL ETC.) .4 4 1 VALIDATION (I. • LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10) OVER 30 H.-@________ FT._____________________ OVER 1O'V. _____ ______ FT. STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. ______ _______ FT. OVER 10'V.-@- FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE- - LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE -COST PER FT.-TOTAL- OTHER (OM TO CARMEL BUILDING PRODUCTS Q 1173 L Wrgar4a St '%9474 ft Mitt Rd., Ste. Anaheirn, CA S21O6 San t)a. CA. 9212 S ) (714) 63262 213 585.511 (714) 5566S5 Subject 72 DATE A(01JZJ I Signed - I - _ _ :z_±..__•1 - DATE Signed . •• - RETURN TOSENDFR' -. TA! CITY ENGINEERS A CALIFORNIA CORPORATION 335 OLIVE AVENUE • VISTA, CALIFORNIA 92083 - (714)758-2220 July 18, 1980 WP 1867 George Krikorian 21157 Hawthorne Blvd. Torrance, CA 90503 SUBJECT: Compaction Control for 368 Plo Pico Drive, Carlsbad, CA Dear Mr.Krikorian: We have monitored compaction. operations on your site at 368 Pio Pico Drive. ' Prior to cut-and fill operations the site was cleared of brush and C vegetation. Fill was placed in lifts of 6 to 8 inches to a maximum height of approximately 30 inches at the southwest corner of the pad. Compaction was accomplished by a small caterpillar tractor and water hose. The soil profile consists of a dark brown, silty-sandy loam weathered in-place from a ferruginous marine sandstone. A representative sample of this soil was taken to our laboratory and a moisture density curve prepared .in accordance with ASTM D1557-78 Method A with the following results: 's MAXIMUM SOIL TYPE OPTIMUM MOISTURE' DRY DENSITY Dark Brown Sandy Loam of 8.0% . 131.4 lbs Marine Origin - ft The above soil was found tobe.non-detrimentally expansive. Field density tests were performed on this it'e during the grading process in accordance with ASTM D1556-64, sand cone method. A - minimum of fill was placed on this nearly level site with a maximum of 30 inches in the-south-western corner. , .Geore Krikorian WP - 1867 U July 18, 1980 Page 2 FIELD DENSITY TEST RESULTS Dry Density Relative Test' No. Depth of Fill Moisture (lbs/cu.ft.) Compaction 1 30 inches 7.4% 118.3 90.0% 2 20 inches 9.3% 122.7 93.4% CONCLUSIONS AND RECOMMENDATIONS As indicated by the above tests and field observations all fill less the upper 6" of loose surface soils was compacted to at least 90% of maximum dry density and is non-detrimentally expansive. Footings should be designed in accordance with the calculations outlined in our previous soils report of May 16, 1980. The owner/developer is responsible to insure adequate measures are taken to property finish grade the building pad after the structures and other improvements are in place, so that drainage waters from the improved site and adjacent properties are directed away from the foundations. Proper drainage will insure that no waters.-will seek the level of the bearing soils under the foundations, which could result in undermining and differential settlement or uplift to the structures and improvements. The site recommendations made in this report are applicable to the site at the time this report was prepared. Should any questions arise or clarificiation be necessary, please contact us at your convenience. We appreciate this opportunity to be of service to you. U Sincerely, TRI CITY ENGINEERS Werner R.. Landry Staff Geologist This report was prepared under my direct supervision and meets with my approval. .L LIW Alexand D W. Urguhar Civil Engineer P.E. No. C30958 WRL/AWU/da INTERDEPARTMENTAL INFORMATION SHEET .LDING DEPARTMENT LDINGADDRESS:__________ X PLANNING DEPARTMENT ZONE___________________ LOT SIZE______________ UNITS ALLOWED UNITS PR PARKING SPACES REQUIRED /Z % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: SIDE (SETBACK,: ALLOWED PROVIDED________________ \ N° INTRUSIONS LANDScAPE & IRRIGATION PLAN COMMENTS:\ 1.V4,'PC/ A rraywi&2 aww tIL 0t07.'s EN'tRONMENTAL PROTECTION REQ: ES / DDITIONAL COMMENTS: \4-d,t r'i reJi Py e446'fl64 ftcjD OK 10 ISSUE: 9 4— DATE OK OK TO 'FINAT VIDE PRO\ PRO PRO .RCEIIVED DATE: U 3 r_ TV rt CA DPIr' DATE7K/1'f \- WIDTH P-s \JH J ) / Iv' RSEBI: 1;7' r N 1Lf_,?;(d 516// 72. .- ec'e/ —L4QUNT '7 M/is.ej r EN NE ER IN G DEPARTMENT / Ida R.CW. INDUSTRIAL W IMPROVEMENTS L571 /2K' rSTE SEER LOCATIONS_________________________ t/2/ _5'EPfl S;77p/I- GRJI1'G PERMIT ju j y. EASEMENTS DRAINAGE S"hL,tZ LE1L DESCRIPTION S'i? ,q,j iv ,), D:1TONAL COMMENTS _tz-T //w ,io l2 c TO SSUE: eL4fDATE )/-o PWId4'&&K TO FINAL J1{jC) DATE"I24 ) - - E_DEPR'1MENT IUKLG 3YSTEM E AL1S HYD1Ifl ----..--. - FIRE PROTECTION EQUIP. EXITSee Cc 77.k' - O4' TIONA. CMMENTS O OK TO FINAL ATE R D P A RT ME PMENTS PPROPRIATE DISTRICTS MET 1. DATE 7 IA'/T /2 ?-/9 z4'c 2 x /21 - I ) 2 2A/2 /6"c2 i7%"44L -4/,'? ~7,&4)6SP~ 2&/7 ~TaP , - S74/RLV4 Y 2 /?/5aR1 7e640 VX 11X6 'Pos~ -. 1 • /5' IMAO /ñ'5OAJ 45 AL CL ca I U ____ ( OJ 'U •• Z& J~rJ • • • taco ,2) 60OUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC HEALTH EORAU M w---_--------- -------_-_-------- -_----------. Date To: L7 L1L't/ . .• From: • J/ 'v . 24- ADM 48.(1-78) '-,-" -- ..-..-••.•• -. .. -• - Ck'.• eo,aox -5t oo ')"/Ci ti,i: 0 t C • '..- / i-i 3 - I )• • C r /37' - q L)ctr' rEsr - S -I. / 0 • z • S S POpo5 Sk9ll QJ/T S S ___ S ELCA/-(,vO S • CO4 or srroi • LiDI\iL '\ - I • OV ER PctJ& _____\ • ;. 0 • \.• bG/h. 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(4,2 (.LM - (s !;7H MIL c . tV,qfi7- Vws° - 1°7 196 ti7& FOR Zwe,2 L9vL 45;146.19A ,ee rgm'sFeao 7V 6wooyj 4 77/5 OF Fig iwtr' 2AL11vAJ. V fric / D cet'Ume PV Z, 41 I jp AylAt- () 6Y p(r & IF /t1 Z4, l()= '9r' - £ 4.77 Mc 72. I : I, 6 PiPE J:9$i glu bt-/Z vI 7 M rafrL 49 S r 44< 000 000 000 .IeZ5, 0 ad2LJ (OA) • 4o ç2017-/"-'& 6'31x1t t6 '/T oF1. --------- (e zp Pi PC 77 P%,4'7CT F 77-'C Wn Alf ;r- 7cO7/J Cr 5 ) - :•t pc bz--'6 v3,g ZS7~ç4 o7/ /(&5' Ai9 i 5, -c or r',ivT & / ç*) - __________________ C&0M2P Q/s3 In - 000 rtr 000 ___________________i• _____ h~~IzlAJ6: A' TI /t'OUJ -r//A-1 6- Wa. ? Qi (70 4) 3o 37• f'rAIG- 514 7 OF or/; / 7 7%o =, / )c poo-r/ /c#4 M" YVOTr • 8e /z" L4-J/pe )(/2 ' peeP /'-'ro ,Vitr -c.r Fcc .'/ AM ?CHRIS CHRISTAKOS ENGINEERING __- STRUCTURAL DESIGN 456 E. Grand Ave., Suite #200, Escondido, Calif. 92025 (714) 489-1139 SHEAR WALL SCHEDULE lx D.F. diagonal sheathing --- ----- 300 (as per USC .Sec. 2514 (b) ) 2. --1/2" drywall with.5d cooler nails. 7" o.c. edge & field (Table 47-I USC) 1004/1 drywall with Gd cooler ai1@ 7" o.c. edge & field (Table 47-I USC) S 1004/1 0 A-4-1/2" drywall with Sd cooler nails @ 4" o.c. edge & field (Table 47-I USC) 1254/1 drywall with Gd cooler nails @ 4" o.c. edge a field '(Table 47-X USC) - ---------•-------'---'. 1254/1 blocked drywall with 5d cooler nails C 4" o.c. edge & field (Table 47-I USC) --i- -- 1504/1 A,--5/8* blocked drywall with 6dcoo1er nails @4" o.c. edge & field (Table 47-I. UK) 1754/1 A-7/8"stucco over paper backed lath w/16 gauge staples at 6" o.c. at top a bottom plates,'eda of shear. wall and on field (XCDO Report No. 3.823, Feb. 1977) , 1804/1 (ICBO Report No.1318, Ftb. 1973) L or - -7/8" stucco over paper backed lath w/16 gauge staples at 3" o.c, at top & bottom plates,, edqe of shear wall and 6" o.c. on field (XCBO Report No. 1823, Feb. 1..77)— 3254/1 or (ICB0 Report No. 1318, Feb. 1973)' o --3/8" Structural ir Plywood with 8d nails @ 6" o.c. at edges &'12" o.c. field (Table 25K USC) - '. 260#/1 Structural. XX Plywood with Cd nails 0 4" o.c. at edges & 12" o.c. field (Table 25K USC) 3804/1 3/8 Structural IX Plywood with Cd nails 0 2j" o.c. at edges & 12" o.c..field (Table 25X USC)' 5704/1 Structural XI Plywood with ad nails C 2" o.c. at edges & 12" o.c. field (Table 25K USC) 6409/1 Structural Plywood with dnails C " cc. at edges a 12" o.c. field U Structural Plywood with d naila C " o.c. at edges & 12" o.c. field TRI CITY ENGINEERS A CALIFORNIA CORPORATION ICE 335 OLIVE AVENUE .VISTA, CALIFORNIA 92083 (7 14) 758-2220 REPORT OF PRELIMINARY • SOIL INVESTIGATION FOR George Krikorian 368 Plo Pico Drive • • Carlsbad, CA 92008 r A CALIFORNIA CORPORATION :iu iRI CITY ENGINEERS 335 OLIVE AVENUE • VISTA, CALIFORNIA 92083 (714) 758-2220 May 16, 1980 WP - 1867 George Krikorian 21157 Hawthorne Blvd. Torrance, CA 90503 SUBJECT: Report of Soil Investigation for Property at • 368 Pio Pico Drive and Stratford Lane, Carlsbad, Ca., also known as APN 156-164-48, 49 and Part of 2. Dear Mr. Krikorian: The enclosed report has been prepared to present the results • of an investigation of the soil conditions for the subject site. This investigation was undertaken to provide the required informa- tion to determine the supporting capacities of the existing bearing soils and to provide information for site preparation and foundation . design for the proposed 2 story commercial office building. SITE AND PROJECT DESCRIPTION The site consists of an approximately rectangular lot at the north- east corner of Pio Pico Drive and Stratford Lane in the City of Carlsbad, California. The lot is level and covered with tall grass • and several small trees adjacent to the streets. Four 6.0 ft. diameter holes exist on the property adjacent to Stratford Lane. These are unused 7.0 ft. deep vertical seepage pits that are cased with wood and lined with gravel. All four pits plus our auger borings were found to contain standing water at 7.5 feet below the ground surface. • A small amount of fill soil was found at the eastern end of the property. Also, there are four smaller mounds of sand adjacent to the seepage pits. It is our understanding that this property will be developed into • a commercial site with a 2 story office building utilizing slab foundation and support column construction, with some continuous footings. No major grading is anticipated. FIELD INVESTIGATION • A mobile drill rig was utilized to place three auger borings on this site to a depth of 18.0 feet. Split-spoon penetrometer tests were performed at each boring site at regular depth in intervals to determine the relative density of the soil at each depth. For 41 George Krikorian WP - 1867 May 16, 1980 Page 2 complete details, see the drilling logs of each site at the rear of this report. A field inspection was made on the small fill area to determine its extent and composition. Soil samples were taken to our laboratory for grain site analysis and soil identification. SOIL DESCRIPTION In profile, the soil on this site consists of three distinct marine sandstones belonging to the Carlsbad and Marina Series. Type I lies between ground surface and approximately 4 to 7 feet of depth and is typically a dry and dusty loam at the surface to a damp, dark brown, dense silty sand at depth. These well drained, fine grained, loamy sands are predominantly one grain size of from 0.2mm to 0.6mm in diameter and are felsphathic arenites formed in material weathered in-place from soft fer- ruginous marine sands. The Unified Soil Classification System designates this soil type as SP Type II lies between 4-7 feet and 12 to 15.5 feet of depth and is typically a tan, wet, poorly graded, medium dense, arenite with 70% of the grain sizes ranging from 0.2mm to 0.45mm in diameter. This clean sand, probably an old beach ridge, is designated as an SP-SM soil by the Unified Soil Classification System. Soil Type III is much the same as Type I in color and composition with the added feature of cobbles and pebbles throughout the unit. This soil is designated as' 'SP by the Unified Soil Classification System. BEARING CAPACITY An analysis of the settlement characteristics and inherent soil strength was evaluated using the equations for shallow foundations according to Peck, Hanson, and Thornburn. The bearing value, derived from penetrometer values, corrected for, overburden influence, and based upon the footing geometry contained in the building plans supplied to us, gives this soil a minimum 0 George Krikorian WP - 1867 May 16, 1980 Page 3 - allowable bearing value for each footing type with a safety factor of 3. Settlement analysis indicates higher bearing values and is therefore not expected to be an important consideration. The bearing capacity and settlement calculations were done under the assumption of a water table at 6.0 feet below ground surface. Bearing capacity calculations were done for continuous footings, deep column footings, and large spread footings as is anticipated for the development. Settlement calculations assumed an allowable settlement not to exceed 1.0 inch. Complete calculations are located at the rear of this report, for each condition anticipated. LIQUIFACTION CONSIDERATIONS Due to the high groundwater table and the nature of the soil beneath the proposed building site, an analysis has been made to determine the likelihood of the occurence of liquifaction of this subsoil due to strong earth shaking. An earthquake capable of generating a horizontal ground acceleration of: 0'. 2g was used to evaluate the potential for liquifaction in accordance with the methods described, by H. Bolton Seed. The calculations are appended to the rear of this report. SUMMARY OF FINDINGS AND RECOMMENDATIONS The following summarized findings and recommendations are based on the analysis of all the data and information obtained from our soil investigation conducted on this site. This includes our visual inspections of the site, field investigation including the boring excavations advanced throughout this site, laboratory tests on soil samples analyzed, and our general knowledge and experience with the encountered soil types. There were no obvious, geologic hazards or. unusual soil conditions detected during the investigation which 'would preclude development of the site as described herein. It is our opinion the project site is suitable for development with respect to soil conditions provided thel recommendations contained in this report are incorporated in the project planning, design and grading considerations. . . George Krikorian WP.- 1867 May 16, 1980 Page 4 Bearing Capacity: Allowable bearing values for the three types of footings proposed, are as follows: Large .6' spread footings - 3100 lbs ft 50" spread footings - 2450 lbs ft Deep column footings - 3000 lbs ft 12"x 12" continuous footings - 1100 lbs ft 15"x 18" continuous footings - 1600 lbs ft 22"x 18" continuous footings - 1800 lbs ft Liquifaction: Liquifaction of the underlying sands does not appear to be a S major concern for this site due to the high relative densities of the underlying sands. Retaininq Walls: Retaining walls, should any be constructed for this project using on-site soils, should be designed to resist appropriate earth pressures. Those earth pressures may be calculated in several recognized ways. No matter what method is used, the soil parameters which should be used in the calculations are: angle of internal resistance (phi) = 330 cohesion (C) = 0 unit weight ( ' ) = 130 pcf E George Krikorian WP - 1867 May 16, 1980 Page 5 General: The fill material on the site, as mapped, is of no importance to the character of the.supporting soil for this project and may be removed in any convenient manner or spread throughout the site in a layer not to exceed 6.0 inches. The four seepage pit holes are presently open and should be cared for in an. appropriate manner. Adequate measures should be undertaken to properly finish grade the site after the structures and other improvements are in- place, such that the drainage waters from the improved site and the adjacent properties are directed away fromthe foundations, footings and floor slabs via surface swales and/or subsurface drains towards the lower level of the site or to the natural drainage direction for this area. Proper drainage will help to insure that no waters will seek the level of the bearing soils under foundations, footings and floor slabs which could result in undermining and differential settlement or uplift to the structures and other improvements. Any backfill soils placed in utility trenches or behind retaining walls which support structures and other improvements such as patios, sidewalks, driveways, pavement, etc., (other than land- scaping) should be compacted to at least 90% of maximum dry density. LIMITATIONS Uniformity of the underlying bearing soils is assumed between boring excavations.. It is recommended that all proposed grading and the preparation of native soil be done in accordance with the enclosed Recommended Grading Specifications and Special Provisions. Should soils other than those described herein be encountered during construction, additional testing may be required in order to ascertain their engineering properties. The recommendations made in this report are applicable to the site at the time this report was prepared. It is the responsiblity of . George Krikorian WP - 1867 May 16, 1980 Page 6 the owner or developer to insure that these recommendations be carried out in the field. If you have any questions concerning this report, please do not hesitate to call us. Sincerely, • TRI CITY ENGINEERS Werner R. Landry Staff Geologist This report was prepared under my direct supervision and meets with my approval. C\ -LD . Alexander W. Urquhart Civil Engineer P.E. No. C 30958 WRL/AWU/ lb • TRI CITY ENGINEERS A CALIFORNIA CORPORATION 335 OLIVE AVENUE • VISTA, CALIFORNIA 92083 (714) 758-2220 SPECIFICATIONS FOR CONSTRUCTION OF CONTROLLED FILLS GENERAL DESCRIPTION: The construction of controlled fills shall consist of clearing and grubbing, removal of existing structures and foundations, preparation of land to be filled, filling of the land, spreading, compaction and control of the fill, and all other subsidiary work necessary to complete the proper grading of the filled areas in order to provide suitable uniformity and internal strength of the filled ground so that proposed structures may be safely supported. All fill control projects should have a preliminary soil investi- gation or a visual examination, depending upon the nature of the construction, by a soil engineer prior to the commencement of grading. 40 CLEARING, GRUBBING AND PREPARING AREAS TO BE FILLED All timber, logs, trees, brush and other rubbish shall be removed, piled and burned, or otherwide disposed of to leave the prepared areas with a finished appearance free from unsightly debris. Any soft, swampy or otherwise unsuitable areas, shall be cor- rected by drainage or removal, or both, to the depths indicated on the plans or as directed by the soil engineer. All vegetable matter shall be removed from the surface of the ground which is determined to be satisfactory for the support of the filled ground, and the surface shall then be scarified to a depth of at least six inches (6H) and until the surface is free from ruts, hummocks or other uneven features which would tend to prevent uniform compaction by the equipment to be used. Fills over three feet (3') high made on hillsides or exposed slope areas, shall have horizontal benches cut into firm undisturbed natural ground in order to provide both lateral and vertical stability. The Initial bench should have a minimum width of eight feet (8'), and subsequent benches should be cut at two foot vertical intervals and have a width of at least eighteen inches (18"). The general direction of benches shall run parallel with the contours. (e) After the foundation for the fill has been cleared and scan- fled, it shall be disced or bladed until It is uniform and free from large clods, brought to the proper moisture content and com- pacted to not less than 90% of maximum dry density determined in accordance with ASTM D1557-70(A). No fill shall be placed until TRY CITY ENGINEERS the prepared natural ground has been approved by the soil engineer. MATERIALS Material for the fill shall be free from vegetable matter and other deleterious substances, and shall not contain rocks or lumps of greater dimensions than six inches (6"). No pockets of rocks shall be allowed. LACING, SPREADING AND COMPACTION OF FILL MATERIAL The selected fill material shall be placed in layers which, when compacted, shall not exceed eight inches (8"). Each layer shall be spread evenly and shall be thoroughly blade mixed during spreading to insure uniformity of materials and moisture. When the moisture content of the fill materials is low, water shall be added to bring the'moisture content to as near optimum as shall assure effective compaction. When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by blading and scarifying, or other satisfactory methods until the moisture content is brought to the proper moisture content which will assure effective compaction. After each layer has been placed, brought to the proper moisture content, mixed and evenly spread, it shall be thoroughly compacted to not less than the specified maximum dry density. Com- paction shall be by means of tamping or sheepsfoot rollers, multiple- wheel pneumatic-tired rollers, vibratory rollers or other types of rollers. Rollers shall be of such design that they will be able to compact the fill to the specified density. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the desired density has been obtained. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be con- tinued until the slopes are stable but not too dense for planting and until there is no appreciable amount of loose soil on the slopes. (f) Field density tests shall be made by the soils engineer at his discretion but at intervals not exceeding two feet (2') of fill height. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several Inches. Density tests shall be taken in the compacted material below the disturbed surface. When these readings indicate that the density of any layer of fill or portion thereof is below the required density, that particular layer or portion should be reworked until the required density has been obtained. (g) The fill operation should be continued in eight inch (8") compacted layers as specified above, until the fill has been brought to the finished grade. GUIDANCE PROVIDED The engineer will observe the grading operation and perform water content and compaction tests at a frequency and at locations which -2- TRI CITY ENGINEERS he will select. The results of these tests will be submitted to the owner, copy to the contractor, on a timely basis s o t h a t t h e contractor can take such action as is required to remed y i n d i c a t e d deficiencies. During the course of the grading operation the engineer will advise the owner in writing, with copy t o c o n t r a c t o r , if at any time in his opinion, the work is not in conformi t y t o the plans and specifications. Upon completion of the wo r k t h e engineer will prepare a final report for the owner which will sum-marize the tests performed and in addition include his opinion r e - garding the conformance of the completed work to the intent o f t h e plans and specifications. SEASONAL LIMITS Fill should not be placed, spread, or rolled during unfavorable weather conditions. When work is i n t e r r r u p t e d by rain, fill operations should not be resumed until fie l d t e s t s b y the soils engineer indicate that the moisture content a n d d e n s i t y of the fill are as previously specified. S S U S -3- 171 TRI CITY ENGINEERS 335 Olive Avenue • Vista, California 92083 (714) 758.2220 APPENDIX A Unified Soil Classification Chart* SOIL DESCRIPTION GROUP TYPICAL SYMBOL NAMES COARSE GRAINED, More than half of material is larger than No. 200 sieve size.** GRAVELS CLEAN GRAVELS GW Well graded gravels, gravel-sand mixtures, More than half of little or no fines. coarse fraction is GP Poorly graded gravels, gravel-sand larger than No. 4 mixtures, little or no fines. sieve size but smal ler GRAVELS WITH FINES GM Silty gravels, poorly graded gravel- than 3 inches (Appreciable amount sand-silt mixtures. of Fines) GC Clayey gravels, poorly graded gravel- sand-clay mixtures. SANDS CLEAN SANDS SW Well graded sand, gravelly sands, little More than half of or no fines. coarse fraction is SP Poorly graded sands, gravelly sands, smaller than No. 4 little or no fines. sieve size SANDS WITH FINES SM Silty sands, poorly graded sand-silt • (Appreciable amount mixtures. of fines) SC Clayey sands, poorly graded sand-clay mixtures. FINE GRAINED, More than half of material is smaller than No. 200 • sieve size.** SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plasticity. Liquid Limit CL Inorganic clays of low to medium plas- Less than 50 tic ity, gravelly clays, sandy clays, silty clays, lean clays. 01 Organic silts and organic silty-clays of low plasticity. SILTS AND CLAYS MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit CH Inorganic clays of high plasticity, fat • Greater than 50 clays. OH Organic clays of medium to high. plasticity HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. * Adopted by the Corps of Engineers and Bureau of Reclamation in January, 1952. ** All sieve sizes on this chart are U. S. -Standard. DRILL RIG Jim Smith I SURFACE ELEVATION 95 ft. LOGGED BY W. R. Landry DEPTH TO GROUNDWATER 7 5 ft BORING DIAMETER 6. 0" DATE DRILLED 5/7/80 DESCRIPTION AND CLASSIFICATION ° DEPTH (FEET) Jf . I—(n <W o DESCRIPTION AND REMARKS BOL COLOR CONSIST. SOIL TYPE zws a CEO I Dark HD Dry, Silty-Sandy Loam Brown Loose -o Dark Damp, SiltySandyLoam Brown Firm -1 -20 Type S -2 Damp, Silty Sand Sp Brown Dense -3 -37 Moist, Sand Tan Firm -5 -21 -6 -7 Groundwater - - -8 Wet, Sand Tan Firm -9 -20 Type II SP-SP 1 10 11 12 Wet Sand with Cobbles Brown Dense 13 - 14 -42 15 Type III 16 - SP 17 Bottom of Boring NOTE: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN MATERIAL TYPES AND THE TRANSITION MAY BE GRADUAL. EXPLORATORY BORING LOG TRI CITY ENGINEERS 335 OLIVE AVENUE VISTA, CALIFORNIA 92083: Krikorian - Pio Pico Drive (714) 758-2220 PROJECT NO. I DATE BORING NO. WP - 1867 5/16/80 DRILL RIG Jim Smith SURFACE ELEVATION 95 ft. LOGGED BY W.R. Landry DEPTH 19 GROUNDWATER 7.5 ft. BORING DIAMETER 6.0 11 DATE DRILLED 5.2L.R 0 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) • DESCRIPTION AND REMARKS CVII... '' COLOR CONSIST. CtuI . CQ. .j BOL. TYPE . 0 HD Dry, Silty-Sandy Loam Damp, Silty-Sandy Loam . Dark Brown Loose - to Firm --1 • -16 -2 Damp, Silty Sand . p Brown Dense -3 -28 - Type . -4 -6 Groundwater Level— -______ - ______ Wet, Silty Sand - Brown -8. Tan -9 -12 Wet, Sand -io Sp-S Type II . -11 -12 Wet Sand Tan -13 15 -14 -15 -Wet Sand with Cobbles SP . Brown -16 - - Bottom of Boring - NOTE: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN MATERIAL TYPES AND THE TRANSITION MAY BE GRADUAL . . EXPLORATORY BORING LOG TRI CITY ENGINEERS 335 OLIVE AVENUE VISTA,CALIFORNIA92OS3 Krikorian - Plo Pico Drive (714) 758-2220 PROJECT NO.. DATE BORING 2 WP - .1867 5/16/80 NO. DRILL RIG Jim Smith SURFACE ELEVATION 95 ft. LOGGED BY W.R. Landry DEPTH TO GROUNDWATER 7 5 ft BORING DIAMETER 6. 0 DATE DRILLED 5/7L80 DESCRIPTION AND CLASSIFICATION z DEPTH jf W CZ a. DESCRIPTION AND REMARKS COLOR CONSIST. SOIL 3 . a BOL TYPE Z9 Dark HD Dry, Silty-Sandy Loam Brown Loose 0 Damp, Silty-Sandy Loam Dark Firm l -20 Brown Type -2 Damp, Silty Sand SP Brown Dense -3 -4 Moist Sand Tan Firm -5 Medium Moist Fine Sand Brown -6 Dense Groundwater .7 -8 Wet, Sand Tan Firm -9 -19 Type II -10 -11 -12 -13 Wet Sand Wet Sand with Cobbles --14-- Brown Dense -15 Type III SP -16 -17 Bottom of Boring NOTE: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN MATERIAL TYPES AND THE TRANSITION. MAY BE GRADUAL.. EXPLORATORY BORING LOG TRI CITY ENGINEERS 335 OLIVE AVENUE VISTA, CALIFORNIA 92083: Krikorian - Pio Pico Drive (714) 758-2220 PROJECT NO. j DATE I BORING NO. 3 WP - 1867 5/16/80 TRI CITY ENGINEERS A CALIFORNIA CORPORATION 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 (714) 758-2220 SHEET NO. 1... 1 OF— CALCULATED BY __________________________ DATE CHECKED BY DATE SCAS.. -- .............I .................................................................................................................................................................................................z.................. -:F - ....................:... ........... ......../.• ......_ ....................... // / P - .............i, - GROUNDWATER LEVEL.. - - / / / I , Ty pe I I / 1/ -. , I a r, /,r / ' - 6 I,,, // 0 TyPE-Ill 0 -- C -- 8OR1NL Q_OVe'RVIEW - Loku46 N,,Rr14 Fior" SIRAWORP )AI 1204-1 Available from 1inc. Groton. mass. 01450 _____ JOB_______________________________ TRI CITY ENGINEERS SHEET NO. I OF A CALIFORNIA CORPORATION 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 CALCULATED BY ________________________ DATE (714) 7552220 CHECKED BY DATE - SCALE ::.................................:.....I........ t42 _).....L .. Ci.'i. it FOAM 204 AvaUabIe from rN1INC.TOWn3end.MaSS 01470 JOB' 6%)P-1667 C 7L ri TRI CITY ENGINEERS SHEET NO.______________ OF A CALIFORNIA CORPORATION 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 CALCULATED BY ________________________ DATE (714) 758-2220 CHECKED BY DATE SCALE FORM 204 Available from /VJivc. Townsend. Mass 01470 JOB _&'P-/867 ri TRI CITY ENGINEERS SHEET NO. 3 OF A CALIFORNIA CORPORATION 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 CALCULATED BY ________________________ DATE (714) 758-2220 CHECKED BY ___________________________ DATE SCALE FORM 204 Available from /_sJivc. Townsend. Mass 01470 __ JOB _L'-i867 A CALIFORNIA CORPORATION TRI CITY ENGINEERS SHEET NO. C4 OF___________ 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 CALCULATED BY________________________ DATE _ (714)158-2220 CHECKED BY ___________________________ DATE SCALE___ 3E7LE-4r CLC4)LA-rO, roe. LAz 6A o .SrL,AI.E Orp.3(p-.S (r-L, -L pe-%M( cz ")( pp C. I C2. ' = = \iaLi \o\ oi 'ZO ?CC t4cr Lr.c,s at t- 5(0 ps- 0 .............. -l-- 4 --- t a' hi '3 13 C zo C. ü fl 0n t.03.3 . (t 41 = ( 1L4, C aL = 2SThr e. 323 -mr 6\ee4-- l\- \efj-1 ft (41O (?4 FORM 204 Available from (PV__.5]INC. Townsend. Mass 01470 JOB_AjP-i87 fj TRI CITY ENGINEERS SHEET NO. OF A CALIFORNIA CORPORATION 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 CALCULATED BY________________________ DATE (714) 758-2220 CHECKED BY _____________________________ DATE — ric a. ........................... . .......................................................... ............. . ..... . ...... FORM 204 AvaIlable tram [IVëJINC. Townsend, Mass 01470 JOB k1P/867 A CALIFORNIA CORPORATION TRI CITY ENGINEERS SHEET NO.___________ OF 335 OLIVE AVENUE VISTA. CALIFORNIA 92083 CALCULATED BY________________________ DATE lu (714) 758-2220 CHECKED BY DATE SCALE___________________________________________________________ AvaIlable from LëJIN. Townsend. Mass 01470 JOB _ C.JP-'67 ___ TRI CITY ENGINEERS SHEET NO. _ OF___________ A CALIFORNIA CORPORATION 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 CALCULATED BY________________________ DATE _ (714)158-2220 CHECKED BY___________________________ DATE SCALE S S S S S S FORM 204 AvaIlable from [NJivc. Townsend. Mass 01470 Lm __ JOB Q2 -/967 fj TRI CITY ENGINEERS SHEET NO. ______________ OF A CALIFORNIA CORPORATION 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 . CALCULATED BY ________________________ DATE _ (714) 758-2220 CHECKED BY _____________________________ DATE crAte FORM 204 Available from INC. Townsend. Mass 01470 LI] fl JOB LJP-/867 A CALIFORNIA CORPORATION f ,J TRI CITY ENGINEERS SHEET NO.____ OF___________ 335 OLIVE AVENUE VISTA, CALIFORNIA 92083 CALCULATED BY ________________________ DATE (714) 758-2220 CHECKED BY _____________________________ DATE SCALE FORM 204 Available from 7M_ssic. Townsend. Mass 01470 S S LM LM _ JOB WP -/867 A CALIFORNIA CORPORATION 335 fJ TRI CITY ENGINEERS SHEET NO. _C/0 OF__________ OLIVE AVENUE VISTA, CALIFORNIA 92083 CALCULATED BY_______________ DATE _ (714) 758-2220 CHECKED BY DATE SCALE 204-I Available from 7inc. Croton. Mass. 01450 2.0 0 0.5 2.5 3.06 - Fig 5. Relative Density From Penetration Resistance For Sand . Replotted from USBR Graph I •\\\ 'J GOP --------------------- 0 016. 10 20 30 40 50 60 70 80 N, Blows Per Foot From Standard Penetration Test . . . Kenneth C. Wilkes Consulting Engineer 31405A North Hwy. 395 Escondido, Calif. 92025 LABORATORIES BRANCH SOILS LABORATORY GRADATION ANALYSIS REQUEST NO. SCREEN ANALYSIS 1 by WRL Date 5/14/80 LAB NO. TRI CITY WI. OF TOTAL SAMPLE WET DRY gm/lb. DATE 5/14/80 MESH SIEVE ROCK + TARE TARE. WI. IND. WI. RET. ACC. WT. RET. RET. % PASS C0MBD. GRAD. PROJ, NO. WE - 1867 SAMPLE NO. 1 ELEV. 95 + ft MAXIMUM SIZE 20 + 3, G5= -#4 ABSORPTION +#4 LL P1 3/8' CLASSIFICATION - Sp WET WT. OF PARTIAL SAMPLE . am by Date DRY WT. OF PARTIAL SAMPLE gm 100 19' 20 427..5 346.1 81.4 6.1 93.9 /630 498.1 327.1 171.0 18.9 81.1 jo4O 619.0 378.2 240.8 36.9 63.1 REACTION TO HCI $b50 647.6 286.1 361.5 64.0 36.0 SLIGHT MODERATE eioo 592.6 1269.5 323.1 88.2 11.8 HIGH 200 337.3 256.6 80.7 94.2 1 5.8 NO HYDROMETER ANALYSIS by Date TIME PERIOD GRAIN SIZE TEMP. F. COMP. CORRECT HYD READ. CORRECT HYDRO READING PASS COMB-D. GRAD. DISPERSION _____ SODIUM POLYPHOS I I _____ 1 min 391 - SODIUM TRIPOLYPHOS I 5 min 18 . - 125cc I AMOUNT USED Other I I _____ 1 hr. 5 TREATMENT 4 hr. 2. H202-----I ______ 6hr. 2 TIME 24 hr. i MIN. WATER CONTENT by Date by Dote by Date CONTAINER NO. gm gm gm WET WT. SOIL + TARE gm gm gm DRY WT. SOIL + TARE gm gm gm WT. WATER gm gm gm TARE gm gm gm WI. OF DRY SOIL gm gm 9 r WATER CONTENT % gm gm . yin REQUEST NO. LAB NO TRI CITY ENGINEERS 335 Olive Avenue VISTA, CA 92083 GRAIN SIZE DISTRIBUTION - (714) 758-2220 Project Krikorian Job. No. WP - 1867 Location of Project Pio PicxD Drive Boring No. I Sample No. 2 Description of Soil Wet Clean Sand Depth of Sample 8'-10' Type IT Scil Tested By. W.R. LfldIy Date of Testing 5/14/80 100 80 6C C CL 2C • Coarse to medium ci U.S. standard sieve sizes IIIIUHIIIIIiiillhIIIIIllhIHhIIIIIIIIIIIIUI IIuIIHhulIuIIIIIIIIII'uIII'IIIIIuIIIIIIIIIIIIIII lIIIIIIIIIIIIIEIIIIIIiIIIIIIIIIIIUIIIIIIIIlIII IIIUIllhIIIIIIIIIIflhL1IIIIIIIHIIIIIIIIIIIIIIIII IuIuIIIIIIuuuIIIIuIIII1IIIIIIIIuuuIIlIIIIIIIuuII IIIIIIIIIIIIUIIIIIIIII1lIIIIIIIIII NIIIIIIIIIIII IIIUIIIIIIIlIIIIIIflhiI1III1IIIII IlIlIlIlIlIHI IIIIIHhIIIIIlI1IIIIItIIII1IIIIIIIIIHhIIIIIIII IUUIIllhIIIIIII1lIlIlIUiiiIIIIHhIIIIIIIIIIIIIIII IuI!IIIIIIIuULflhIIHuIii1iiHIIIHIHhIIUIIHI LM o co - 0 C) • 0 0 0 0 0 Grain diameter, mm Visual soil description Tan, Fine crained Pah Sand Soil classification: SP—SM System U.S.C. . . . Kenneth G. Wilkes Consulting Engineer 31405 A North Hwy. 395 Escondido, Calif. 92025 LABORATORIES BRANCH SOILS LABORATORY GRADATION ANALYSIS REQUEST NO, SCREEN ANALYSIS 2 by WRL Dote 5/14/80 LAB NO. TRI CITY WT. OF TOTAL SAMPLE WET DRY gm/lb. DATE 5/14/80 MESH SIEVE ROCK + TARE TARE WT. IND. WI. RET. ACC. WI. RET. RET. % PASS COMB'O. GRAD. PROJ. NO. WP - 1867 SAMPLE NO. 2 ELEV. 86 ft. ± MAXIMUM SIZE 20 ±. G5= -#4 ABSORPTION -~#4 1 LL Pt 3/8' 1*4 CLASSIFICATION SP-SM WET WT. OF PARTIAL SAMPLE qmby Date DRY WT. OF PARTIAL SAMPLE 881.7 cm 100 A-20 356.2 346.1 10.1 1.1 98.9 M 30 345.5 327.1 18.4 3.2 96.8 i6 40 439.7 378.2 61.5 10.1 89.9 REACTION TO HCI pó 50 503.7 286.1 217.6 34.8 65.2 SLIGHT MODERATE #100 70R 434.3 84.1 15.9 HIGH #200 334.2 256.6 77.6 93.0 7.0 NO HYDROMETER -ANALYSIS by Date TIME PERIOD GRAIN SIZE TEMP. F' COMP. CORRECT HYD READ. CORRECT HYDRO READING PASS COMB'D. GRAD. DISPERSION SODIUM POLYPHOS I I min 39 - _____ SODIUMTRIPOLYPHOSI I 5 min 18 - AMOUNT USED Other I 1 hr. 5 - TREATMENT 4 hr. 2. H202-----I I - 6hr. 2 TIME 24 hr. - MIN. WATER CONTENT by Dote by Dote by Date CONTAINER NO. gm gm gm WET WT. SOIL + TARE gm gm gm DRY WT. SOIL + TARE gm gm gm WT. WATER gm gm gm TARE gm gm gm WT. OF DRY SOIL gm gm gm WATER CONTENT % gm gm lfl REQUEST NO. LAB NO S TRI CITY ENGINEERS 335 Olive Avenue VISTA, CA 92083 GRAIN SIZE DISTRIBUTION (714) 758-2220 Project Krkorian Job. No. WP - 1867 Location of Project PiO Picn Drive Boring No. 1 Sample No.'--!- Description of Soil Silty Sand Depth of Sample Near Surface - Typ T Sri 1 Tested By. W. R. Landry Date of Testing 5/14/80 Coarse to medium ci 1 :standar j e sizes IIIlIIIIIlIIEI"ilflhlllllllllllllllllHllllllll IuIIIIIIIIIIuIImHIIuuhII'IIuuIuIIIuIIIuIIIIII lIuIIIIIIIII.IIIIIIiiuIuIIgIIuuuIIIIIIuuIIIIIH IlIIIIIIIluIIIIIIIhIIlIIIIIIIIlIUIIIuIIuuIIIIII IIIlIllhIiIIIIIIIIIIIlIiUIIIIIIIIIII IlIlIllUIllIll IIuIIIIIIlIIIII1IIIIIIilIIII1IIIII IlIflhllIllIll hllllllhhlllllllllflhlEillllhhlllllllhhhlllHlhl III!IIIhhIIIILIIlllhhIIiI[iiilhluulOhlhllulllhl - co 0 o 0 0 0 LO Grain diameter, mm Visual soil description Dark Brown, Silty Sand Soil classification: SP System U.S.C. 0 'CC BC BC C U PLAT- I WP-1867 TRI CITY ENGINEERS 6- 1- 80 - i'— 71f — 3- — r3 - Wcr"-' ç frc Po ( S.c2f d-•-(.-• 6- . -. &- ci i 'I / k-—-- ___ ( - -- nndscpe r. . r-. Pool F - r r 1- ----- k'rfric tib L c. 4—L. Li-,J - Irv l -I 3?I2 21— fo a - 7 7 --