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1992-3093 G/I ------..---..--.- ....-...--....----.. Street Address <g1~_5__- Category / 3~ð 3~3Q;¿ Serial # 3()q3 {/ :£-, Name ORfH£()5 ~tJ Pt+têK Description Year Plan ck. # - - -..J - - -' , PhBZB kaDDseaPE. IDe. 1445 South Sunkist Street, Anaheim California 92806,. (714) 77 6-6611 IE- 7' August 26, 1993 --¡ r~,C; .' -, Jesse Tench City of Encinitas 505 S. Vulcan Avenue Encinitas, Ca 92024 Re: Orpheus Road Neighborhood Park Soils Compaction Reports With reference to our telephone conversation this date, the compaction reports submitted by Professional Service Industries, Inc. are transmitted herewith. Very truly yours, JS:dt CONTRACTOR'S LICENSE #258108 lMa~;;1 ~.g. 4, Professional Service Industries, Inc. American Engineering Division 11 CLIENT: PLAZA LANDSCAPE, INC. 1445 South Sunkist st. Anaheim, Ca 92806 DATE: November 18. 1992 PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK Orpheus Road Encinitas, Ca PROJECT :if: 059-20387 Dear sir or Madam: Enclosed are the compaction reports for the dates of: 10/9/92. All work monitored by our technicians and inspectors was done in accordance with applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division :?~ 6' ~ Rick G. Kushner, Senior Division Manager 3-Plaza Landscape, Inc. -<'- ..- ._- ._- -"----"~ "n~ 2 3 1992 J -----~------- - ------------- 7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712 Professional Service Industries, Inc.~~ 17 American Engineering Division Page-Lofi lp-sil INSPECTION REPORT t1~e..A-<;' 1\1... 't Þcf-Ç. LlENT ~~ l .<:r. . ~ <>. ~ .:r- ~ , PROJECT (Name)~~ n I ATE ~-q, ¡ 9' 'f~ - (AddreSS)~'" t'>"', - £~'~y~ I Cf. REPORT NO. ð ~ -- '2.Ò S 8 J Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other rchitectj-\em-, b-J <r - I-b ¿~ ~O . ngineer C;! ~T f::.'cY ~ '~ MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms _Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing - Reinf. Steel _Steel _H,S. Bolts - Tendon (PT Strands) - Other - Other - Other I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out ck ý\ ç-, OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST - Plan & Specs Clearances Positions Sizes Laps Future Continuity #/psi Consolidation Mortar Batching - Electrode Storage - Torque Applied - - Rinf,: Rebar. - - Rinf.: W'w,F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc,: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick - - Steel - - H.S, Bolts - - Metal Decking - - Electrodes - - Fireproofing __Other INSPECTOR NAME ~~ .D \'~ N n (Print ~ea~ ~,. NSPECTORSIGNATURE~~~ , ' r---;. SI8.9oo.170 Corrective action required- Corrections completed ERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, pacifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- i n or project control. CERT. NO. DATE ~'~r 4. \9'q-:L- ~ REPORT OF FIELD COMPACTION TESTS ESTED FOR: PIC! LcrY'd<:'CC-~ .~ . ATE {q 92 ðJq - g EST DATA: TEST DATE NO i - ~ '\,. '"2- r\ SOIL 10 NUMAER MAXIMUM LAB DRY DENSITY \2:S:~ 2~,2. TEST LOCA nON: \cce ~~.ç;, ~;-\ ~ \ \ t' NOTES: DENSITIES SHOWN Lbs per cubic foot WATER CONTENT Per Cent of dry weiqllt PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil 10 number REMARKS: \6. @'{' CD @') /---J ~\~ PSI A.I00-2 (1) PROJECT: C~êAA~ N~ r ~.( ~d E r-..c::, ,- n ~ -k::. ~ L C-A Þ ~,:-,ic. OUR REPORT NO.' Os - '2.0~g, ì WATER CONTENT IN PLACE DRY DENSITY COMMENT. \ '2- (19 - \\I;;>-~ <7\ ,.. 1)1\ " . 1 FILL MATERIAL 2 BACKFILL 3 BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER A TEST RESULTS COMPLY WITH SPECIFICA nONS B RECOMPACTION REQUIRED C TEST IS AFTER RECOMPACTION C~"-£~ Respectfully submit~d. (j .' Professional Service Industries. Inc. l"~ ;;1 "-~. f&p, . Professional Service Industries, Inc. \ 1 , " CLIENT: PLAZA LANDSCAPE, INC. ~445 SOUTH SUNKIST STREET ANAHEIM, CA 92806 DATE: April 27, 1993 PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK PROJECT #: 059-20387 Dear sir or Madame, Enclosed are the inspection reports for the weekes) ending: April 18, 1993 Should you have any further questions, please do not hesitate to call our office at any time. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division J1J.y / ~L~L- Rick G. Kushner District Manager 3-Plaza Landscape 7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . Fax: 619/695-6712 ~;J l~ Professional Service Industries, Inc. American Engineering Division /"Ì , C ./~~' Iy /7 ~/' u Page-.Lof - INSPECTION REPORT CL ENT ~L~è:A LÞrNJ:>SC1\\'~ ,~t. DA E ~ - \ :2. - 9 ':3:> MAT'LSAMPLING - Concrete Cylinders - Cement _Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reinf. Steel _Steel - H,S. Bolts - Tendon (PT Strands) - Other - Other - Other IN PECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out R MARKS 100 .2 PROJECT (Name) C~ Pt\E~~ r?Þt-fU... (Add ress) Ð R. t' &t: u.So. ~\/ E' . E'-"\ ~~~~ \ CA- e; 059 - :2. ~ ~ ~ "1 REPORT NO. Building Permit No, Plan File No. Govt. Contract No. OSA or OSHPD # Other OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Plan & Specs Clearances Positions Sizes - - Rinf,: Rebar - - Rinf.: WW.F. - - Rinf.: Tendons - - Conc,: Mix #/psi - - Conc,: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick - - Steel - _H.S,Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied - Corrective action required- - Corrections completed -të CE TIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted. substantially complies with approved plans, sp ¡fications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. ~ L\O~ ~\-Ml..ð (p.int Clearly) IN PECTOR SIGNATURE~~ ~':s. ~ P PSI -900-170 ." IN PECTOR NAME CERT. NO. DATE '-\- ('2... -9 ~ . . RE?ORT OF FiELD COMPACTION TESTS TESTED FOR: PL P\ ~Pt \..A-t'JD,sGA Pt \¡\)c PROJECT OR. p"e\.\ s \' A-R. v\ DATE: 11-!:2 - .c¡2> OUR REPORT NO.. Ð~4 - :z. O.3~ 7 TEST DATA: TEST NO DATE SOIL 10 MAXIMUM WATER LAB DRY NUMBER DENSITY CONTENT I 2. 27., 2- í.O t=- 2. ~~ ¿.. (. çi (Z>b~Q 5. 2-- - ~ ....:;;:/ I 2> {. . 0 ;.<1 IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT' :2- 3 \t'Ô.:?:> l '30~ :z. ~ A- t1- ~ 3 \'~ o..b TEST LOCA TIOH: Z- NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil 10 number. " 1, FILL MATERIAL 2. BACKFILL 3, BASE COURSE 4, SUBBASE 5, SOIL CEMENT 6, OTHER A, TEST RESULTS COMPLY WITH SPECIFICATION: B, RECOMPACTION REQUIRED C, TEST IS AFTER RECOMPACTION REMARKS: Respectfully submitted, Professional Service Industries, Inc JJ;~~'~ ' PSI A-H)(I-2 "1 l"'~;;1 ~.g. / ~. ~ Prof~ssional Service Industries It:.. Amencan Engineering Division ' ¡;- -+ ! U CLIENT: PLAZA LANDSCAPE, INC. 1445 South Sunkist st. Anaheim, Ca 92806 DATE: 10/16/92 PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK orpheus Road Encinitas, Ca PROJECT :if: 059-20387 Dear sir or Madam: Enclosed are the compaction reports for the dates of: 10/5/92, 10/6/92 All work monitored by our technicians and inspectors was done in accordance with applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division 1?wtv/ 6 ~ Rick G. Kushner, Senior Division Manager OCT 2~: 1~ : J L:J . -. .-------- -. -------------- ~-Plaza Landscape, Inc. . 7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712 ~;J ¡~ Professional Service Industries, Inc. American Engineering Division ~r /s- Page-Lof '2- INSPECTION REPORT CLI NTYLtt21i iÁ~~ D A E t:C, -r ,5" :Gr / :øvc-. l'i~ -1.. Ar hitect MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms _Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete _Roofing - Reint. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other - Other IN PECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive oils Technician Batch Plant Bolt Pull-Out PROJECT (Name) D/2?~<; ?AGk (Address) Æ/tJu;'tJ:~ U J REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other orl -Zö~ 7 QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Plan & Specs Clearances Positions Sizes - - Rinf.: Rebar - - Rint.: W.W.F. - - Rinf.: Tendons - - Conc,: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick - - Steel - _H.S.Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other Laps - Future Continuity #/psi - Consolidation Mortar Batching Electrode Storage Torque Applied Corrective action required- Corrections completed ~/t.s 1£ C RTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, s ecifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- io or project control. I SPECTORNAME/I/~Jht¡e:¿ ~¿.bc.MÐT7? "~a~ I SPECTOR S;GNA TURE ø<'L4 R5f(~ P 18.900.170 .,/' CERT. NO. lJÃTE /..kA~? / ' . -" , REPORT OF FJELD COMPACTION TESTS TEþTED FOR: LA¡1.FV)C(l fE. PROJECT ?LA~A O¡eç t+£ u 5. '? A- fZ- Ie , 01 TE: )D - s; - 92. OUR RE?ORT NO,: or-9-7.o'387 T ST DATA: TEST \ \~ SOIL 10 \ MAXIMUM \ WATER \ IN PLACE \ \ \ DATE LAB DAY DAY ~ER CENT COMMENT' NO" DEPTH NUMBER CONTENT COMPACT'oON DENSITY DENSITY / \ /o--S"-9z. -~ \ r 12:]. '- \ 7- (:) I J/7,o \ Ys \ fA \ L \ 'I r?---- \ , \ If \ 7.s \ 117. S- \ 9s.1 I fA '3 \ (I \~ \I /1. [) \ / /,f. c.' \ 9Z.í /A I -1 \ to ~ ( 11 \ .t?Z \ j08.8 \ 88. 'J 1,3 \ \ \ \ í \ I \ \ ì I \ EST LOCATION: / \ ' ( -u 7ïP.- tL A Lc,v (, (!, (,ÆJ? f 0/2-0 ~le~S ~Lv~ Z \ II I' " , ' 'f I I \ I '5 5ic9é" ç;¿.¿ GITI-f c} A' ¡;;If ç'.,-- (J?,¡'Z.AJ f&<. £L:=:r<l6vJ71-<.V' Sé J.kr, L -1 \ -/ / , ,. ,- ,. .- " ¿'=:vE¿ ,( - " 5:TE:'? I \ NOTES: DENSITIES SHOWN: Lbs. per cubic foot . 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPEC:FICA TlONS WATER CONTENT: P~r Cant at dry weight 2. BACKFILL B. RECOMPACTlON REQUIRED PERCENT COMPACTION: Based on maxImum dry 3. BASE COURSE C. TEST IS AFïER RECOMPACTlON density obtained on sample indicated by ~. SUBBASE soil 10 numoer 5. SOIL CEMENT 6. OTHER FE MARKS: Respectfully submitted. Professional Service Industries. Inc. . PSI A-loo-2 (1) l"$t;l I"- .g . Professional Service Industries, Inc. ~ ~ / ~ American Engineering Division Page-Lof- INSPECTION REPORT < CLI NT FLAz,4 LAjI{f).5"CfiPIIv'& /0 -G -9':<" DA E Ar hitect /ßEIf\lI3£J?b6K. J-I-/ K5ff 1 A~ . ineer &¡U3ER.í £tJtx'rJaiZ/NG . f',¿,4z.A- LANDs'¿:A-P/ N'& MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing - Reinf. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other Other IN PECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing N -Destructive Soils Technician Batch Plant Bolt Pull-Out rAiC. OTY PROJECT(Name)I}2P~U5 CO~M.P~ (Address) rffflGUS .4V~ F/Ik::/N- - /7l4f; , cA , ()59-203R7 REPORT NO. Building Permit No. Plan File No. Govt. Contract No, OSA or OSHPD # Other MATERIAL DESCRIPTION INSPECTION CHECKLIST v'Pían & Specs ~O9'o Ji!!£L - Clearances (ðÞl/- - Positions - Sizes Laps Future Continuity #fpsi Consolidation Mortar Batching Electrode Storage Torque Applied - - Rin!.: Rebar - - Rin!.: W'w,F. - - Rinf.: Tendons - - Conc.: Mix #fpsi - - Conc,: Mix #/psi - - Conc.: Mix #fpsi - - Grout: Mix #fpsi - - Mortar: Typefpsi - - Units: Block - - Units: Brick __Steel - _H.S,Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other 7Z£SOAÝ' 'pEe Fo/ã11E 1) A15Ov'£ 7'S9ó £ELA-J7rJ. - Corrective action required- Corrections completed Ar , /ZE5V¿;¡:S /IJ/JI< C RTIFICATION OF COMPLIANCE: To the best of our knowledge. all of the reported work. unless otherwise noted. substantially complies with approved plans. sp cifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- 10 or project control. IN PECTOR NAME JAMES D. FkNI\£Y , d (Print Cleariy) . I SPECTOR SIGNATURE ~#'Yl(z..L (). (/ ,1) / ~~<1' /r ç;:/ PS 6-900-170 CERT. NO, /032" DATE O~* {, I /99~ / .~ ... , REPORT OF FIELD COMPACTION TESTS ESTED FOR Pt.AZA LANDSCAPING PROJECT CJRPflEVS P¡C}ZJ( ATE /0 -6 -9.,2 OUR REPORT NO 059- ZtJGG7 EST DATA: TEST ~ SOIL 10 MAXIMUM WATER IN PLACE DATE LAB ORY DRY PER CENT COMMENT. NO DEPTH NUMBER DENSITY CONTENT DENSITY COMPACTION I fa - b -9:/ -(, /I :#3 /ó23. ~ Jo.3 /17.5 '15.3 2A ~ 7Ð~# -.J~"'" :2 /1 -2 I /I /:23.::? 8',3 1/3.4 9:2.0 214 :1 I ( . 7.:2. J/2. - 9 C¡J.' -2.5 II /23..;2 2,q TEST LOCATION: ( 1(;p O¡::: OZIB~A-U- I BAcK'FIù- ;::~R: 5""OUTr/ 5Aj/) 5EE JV14P 8EI.AJ II.) I I ~ ToP of eel!5 úJl}¿'¿ I II II If /( I « 1\ ( ( I 3 .' TOP dF ¿fZ 1 Bw¡4-{, / II II I ( If 11 -. I ( l-( I I I I NOTES DENSITIES SHOWN Lbs per cubic foot . 1 FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT Per Cent of dry weight 2 BACKFILL B. TEST RESULTS DO NOT COMPLY PERCENT COMPACTION Based on maximum dry 3 BASE COURSE WITH SPECIFICATIONS density obtained on sample Indicated by 4 SUBBASE C. TEST IS AFTER RECOMPACTION 5011 10 number 5 SOIL CEMENT REMARKS: S¿¡..¡OOl... ..,. 6 OTHER ,..or 70 5CA~ I r. ~~~ \ \ ./UZJB~ Respectfully submitted. ~ z:..'" Professional Service Industries, Inc. - - \ \* \ \ . " '- "-~ ' <;., ~ ," PSI A-100-21*11 .f'>. ~ " l" ~ ;;1 ~.g. ì ¥. ~) \3 + I ~, Prof~ssion~1 S~rvi~~ l.ndustries~~f"":J~ ~~ Amencan Englneenng DIVISion Û~,_,:-.LL::L; " " \ OC1 -5 1992 :~- ,.. -,,' CLIENT: PLAZA LANDSCAPE, INC. 1445 South Sunkist st. Anaheim, Ca 92806 DATE: OCIQßEB.._l., --199-2---- ------ PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK Orpheus Road Encinitas, Ca PROJECT #: 059-20387 Dear sir or Madam: Enclosed are the compaction reports for the dates of: 9/8/92, 9/9/92,9/16/92 All work moni tored by our technicians and inspectors was done in accordance with applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division 1?dw/6 ~~ j Rick G. Kushner, Senior Division Manager 3-Plaza Landscape, Inc. 7940 Arjons Drive, Suite A . San Diego. CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712 l.'!!!:;' Professional Service Industries, Inc. 1"-"". American Engineering Division /~~r. /Â Page-Lof- INSPECTION REPORT LlENT PblzJ"/ LAN~PI"G ZNC. - <¡".p.-~ /c. /199.2 rchitect-1!EI/tISEZlftSIe. HIÆscH f ASSðC... &1 L8 EIZJ EÑI../ IV If5, E.2J '" G Pt,AZ,¡q LAND. rIVc. ontractor NSPECTION OSHPD OSA Specialty Mechanical Electrical Rooting Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing N -Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Rooting - Reint. Steel - Steel - H.S, Bolts - Tendon (PT Strands) - Other - Other Other WEÞM y. tA~ I PROJECT (Name)ðR1RëV5 ðJ154M. PAeJ<: (Address) OIZPHEflS PNE. !3NGiN ;ms / ¿:A- 059 - ZIJ 397 REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other QTY MATERIAL DESCRIPTION - - Rint.: Rebar - - Rint.: W.W.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc,: Mix #/psi - - Grout: Mix #/psi - - Mortar. Type/psi - - Units: Block - - Units: Brick - - Steel - - H.S. Bolts - - Metal Decking - - Electrodes - ~eprooting l - Other O¡.J 971! ;::iLL I~PECTION CHECKLIST j('Plån & Specs 9Sr? Il:lfiI.. - Clearances 6",."-,, - Positions - Sizes - Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied - Corrective action required- Corrections completed l () ¡r::- coe €. ~ HE. ERTlFlCATION OF COMPLIANCE: To the best ot our knowledge, all ot the reported work, unless otherwise noted, substantially complies with approved plans, pecifications and applicable sections ot the building codes. This report covers the locations ot the work inspected only and does not constitute engineering opin- on or project control. NSPECTORNAME ..:.~~q D ~N(Sy' ~ ,~.o_, NSPECTOR SiGNATURE - - -4. OW ..(J.~ Si 6-900-170 CERT. NO. /038 DATE ~ it1~ / ~ I /992 ., , REPORT OF FIELD COMPACTION TESTS TESTED FOR PtA'ZA LANbSCAPlfil:. r,,¡c. PROJECT OÆP1fEtJS ,PA/Zk DATE 9-1' ~:Z OUR REPORT NO ~- ZC;,8::¡ TEST DATA: TEST ~ SOIL ID MAXIMUM WATER IN PLACE DATE LAB DR¥ DR¥ PER CENT COMMENT' NO DEPTH NUMBER ~SIT¥ CONTENT DENSln COMPACTION 1 9-/' +4ztL. II, ìJš.~'v 3.5 109.7 95.3 4-11 ;l II 43° f#J 115.0 '3 ItJ'9.Z 95.0 414 3 " 4,36 II, //5- 0 18.3 Ill) .8 91:,.3 44 4- It #0, iii / Is. 0 1:J.t) 111.7 C¡7./ 4-11 TEST LOCA TIOH: I SfJ8 ~DG1 tJll.plfCJ$ A'IE. . C()Æð 11 bUll hZ s nrn fJÑ ~rZS , :1 1/ ~ " " " . , OIZPHSIJS 14'1_., 5 nmIW ~ fo75 3 ', ; I, I, I, ,, , I. I Sr}1!W1ON 9rZS , 4- II ~ II It " ,, . . I S 111H1 oN 9'¡-55 NOTES DENSITIES SHOWN Lbs per cubic foot . 1 FILL MATERIAL WATER CONTENT Per Cent of dry weight 2 BACKFILL PERCENT COMPACTION Based on maximum dry ~ 3 BASE COURSE denSIty obtained on sample Indicated by ..~ 4 SUBBASE~. 5011 10 numbe' Iff' 5 SOIL CEMENT t 6 OTHER ~ frï, J ' /1 J ' )) )I' ¡ I) . ¡ ~ ) \) 1 \ ..~ UJI!f6 :~ - ~- -~ ~ ~;.-~ c:9~VS "i'Þ. - - - - A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. TEST RESULTS DO NOT COMPLY WITH SPECIFICATIONS C. TEST IS AFTER RECOMPACTION REMARKS: ) Respectfully submitted. Professional Service Industries. Inc. ------- PSI "-100-2(01) ........ t-s'¡' Professional Service Industries, Inc. /~/-. /3 "'-~: American Engineering Division Page-Lof-L INSPECTION REPORT t"'... ,,1.0 .. DA'r ,,-,^~ N.Q..~~\~d .r- r'\c. . PROJECT (Name) f ~~ (Address) ~ ~ I ~ ~ O~~ .. -:¿C) ~ ß 1 C ~;T ~\~ ~ ~~e rchitect- f.\e-\ ¿. ~ û - \-\--- is ~ ~. ngineer G\\ ~ ~(j~.e.~ \Y\-éj ontractor Ct,~ N\ c.....t ~ - ~ \0 ~c.. I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Cone Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples ~.~rout Samples ~~asonry Prisms - Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing - Reinf. Steel _Steel - H,S. Bolts - Tendon (PT Strands) - Other _Other Other REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other QTY MATERIAL DESCRIPTION - ~ Rinf.: Rebar __Rinf.:W.W,F, - - Rinf.: Tendons -. - - Cone.: Mix #/psi - - Cone.: Mix #/psi - - Cone.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick __Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other , , \ Je¿ I Yt.~~\}ed ~~ -k -e \ -e..\J . tet~~ toe ('\ ~ ~ ~ 1'Y\., <:7-'1.' Jr<. ~ '- o..dd \ ~"1~\ Y\ed 2. '.c,-e ~ , 1v:1C? ~ <;)<1 ~~~ WY1 e.d -h >~ ~~~e( CI','b ~a. t\ n1. ~~ .: . Gy1 ~t- 1 50 YJ ~ \~I~ INSPECTION CHECKLIST - Plan & Specs - Clearances --= - Positions - Sizes Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied Corrective action required- Corrections completed . +~f: ~ e. ERTtFICATtON OF COMPLIANCE: To th best of our knowledge. all of the reported work, unless otherwise noted, substantially complies with approved plans, pecifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- on or project control. ~~G()~ NSPECTOR NAME _F'O ~lJ (Print Clearly) INSPECTOR SIGNATURE 0 ) ~-~ PSI 8.900-170 CERT. NO. ~ DATE 9- %-~ 2- ~ REPORT OF FIELD COMPACTION TESTS TESTED FOR þ\~ Lo: ~J~ , PROJECT 6Ï-<'~~~ N",-,ft ~(9,.,O¿ E-rc.."", t' ~ç . C~ Þ~k: DATE 9-~-q¿ TEST DATA: TEST SOIL 10 MAXIMUM DATE LAB DRY NO NUMBER DENSITY \ \ ....~ -Ci). +- \::2. '" 1""~\ vi t '" -tCt' '" 14 l,f +~t \ t OUR REPORT NO ð~ -~ð~~ì WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT. \0.0 q,~ ß.(p t t5ì . "2- TEST LOCA TIOH: \ ~ Ch'b vo~ r\ \ -", ~ '\d -(. Cù\ *g t2 v\ '" v( ~t~ . ( ßo.Ù'{-" 0 ~ v\ ~ ~ ,de. 1.1\ oX ~ 16 ~~ (!., -+ ~ ~ ~ " ~4 '" \.'",~ 1 d.e. . lI\ *:z fA ( ~ k> t).Q. ') , NOTES DENSITIES SHOWN Lbs per cubic foot WATER CONTENT Per Cent of dry weIght PERCENT COMPACTION Based on maxImum dry denSity obtained on sample indicated by soli ID number . , FILL MATERIAL 2 BACKFILL 3 BASE COURSE 4 SUBBASE 5 SOIL CEMENT 6 OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. TEST RESULTS DO NOT COMPLY WITH SPECIFICATIONS C. TEST IS AFTER RECOMPACTION REMARKS: ~' Respectfully SUbmitt~ Professional Service Industries. Inc. PSI A-TDO-2 (t;"T) l-s,; Professional Service Industries, Inc. /f e¡QI-. / i fI-""; American Engineering Division Page-Lof J.- INSPECTION REPORT """ ~ ~r n Ð \ c.r-. .E v.$.. --€.'O() r Nð T' PROJECT (Name) -()¿. . . ~ b (Address) <Q . \A~ <::... e.. ' k ,,~¥'"\ \ . c:.. C~ REPORT NO. Ð9={ - :"L~S~l Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other LlENT Þ \ ~ ~-=;r "'f>e q~q.- ~L- DATE Architect 'L~~,-... ~'~' ~\C;'Ll. 1\..<;0. Engineer G, \ ta.e." t E?-~' ,,-€.e-('>, ~ ContractorQ.c \.^G(-ëk fv\~} .. ß ~ REMARKS f ,'b ~ \ \ 1"\\ e, n"'~('<;. ...e.. ~ \), * \ ~ .. d ~€- WR.~..k.-t:, ~1 d-€ ~¿ orl ~e.. c::;:,~ o.,('~, +~'rn.e.ci cI.er">S>'~ W--;V1~,àe ~ ~ìde -Þ>e. c.Q\~ ~~~^~ ~~ CAt\ ~r¿ po.c;.~~ -+N. ~~~01 ~1"ð ~~ 4-..' ,e ~f>- C- ~ ~ . '1'11E r €JY} ~,.N. Q 1. ' ~ \X)~ k c:.,~<ke.ð ~ '1 ~r1. <1- U',;1c ~~'..\ ~"<-t::.ç'\\\ ~ ""~ ÝLL Qrynr'~¿ ~ {"Y\<O~~~ ~ a.ù ~ ~"{C,(ç;,. \IJ-€e€. c..,e -e Ó ,e:¡ f" c. ¿. INSPECTION - OSHPD _OSA - Specialty - Mechanical - Electrical - Roofing _Concrete _Masonry _Struct Steel - Prestress Conc _Pile Driving - Fireproofing - Waterproofing - Non-Destructive _Soils Technician - Batch Plant - Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reint Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other - Other - - Rint: Rebar - - Rinf.: W.W.F. - - Rint: Tendõns - - - Conc,: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar. Type/psi - - Units: Block - - Units: Brick __Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST - Plan & Specs - Clearances ~ Positions - Sizes - Laps - Future Continuity #/psi - Consolidation - Mortar Batching - Electrode Storage - Torque Applied - Corrective action required- - Corrections completed CERTIFICA OF COMPLIANCE: To the best of our knowledge, all of the reported work. unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME .çov~ 0 '~N t. (Print Clearly) INSPECTOR SIGNATURE ~~v PSI 6-900-170 CERT. NO. ~~DATE '-.......::, ~ -q.. ~ ë)-1 J REPORT OF FIELD COMPACTION TESTS ESTED FOR PROJECT ~\,~ ~ 4~ .rf'\~ ð~~ ~ N~\t'~'~Ùd e~rV!' ~<;. I Cf\- -þ~tVb. DATE 9"- C1- q~ TEST DATA: TEST SOIL 10 MAXIMUM NO DATE NUMBER LAB DRY DENSITY ~ï:; ~~ it \6 "i '2.- I.-t \') t\ + {( ~ "b \{ .... I' (,'1 u -\-\2 \it OUR REPORT NO Ð.5qr -¿ö3g'( WATER CONTENT IN PLACE DRY DENSITY PER CENT CQt.APACTION COMMENT. t.\~g 2- A (').~ 'ðr...ì ~ ^ \).~o }c9 '-']/ A \ \ . ,,\ \, '2 A- TEST LOCA TIOH: "So, ,",QH ~1 c::;., '~.~ -e. ~ tb '" .I 11 ~ "2.."2- ) .. ~ \f7 LA \,t' ,,~«- t.\ '~ f,\ 1\ "*- )2- 1t\ 1 11\ ,,\ f,' ~ '21 NOTES: DENSITIES SHOWN Lbs per cubic foot WATER CONTENT Per Cent of dry weight PERCENT COMPACTION Based on maxImum dry density obtained on sample IndIcated by 5011 10 number . 1 FIll MA TERIAl 2 BACKFill 3 BASE COURSE 4 SUBBASE 5 SOil CEMENT 6 OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. TEST RESULTS 00 NOT COMPLY WITH SPECIFICATIONS C. TEST IS AFTER RECOMPACTION I' REMARKS: c~~~ ~ Respectfully submitted. Professional Service Industries, nc, PSI A.100.2 (t1) 1<' .R-+) -¡- (, Q I) /1) "- :' I ' l"~;1 ~.g. Professional Service Industries, Inc. American Engineering Division. ' CLIENT: PLAZA LANDSCAPE, INC. 1445 South Sunkist st. Anaheim, Ca 92806 DATE: SEPTEMBER 23, 1992 PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK Orpheus Road Encinitas, Ca PROJECT :if: 059-20387 Dear Sir or Madam: Enclosed are the compaction reports for the dates of: 9/2/92, 9/3/92, 9/4/92. 9/10/92, 9/11 /92. All work monitored by our technicians and inspectors was done in accordance with applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our offic~. PROFESSIONAL SERVICE INDUSTRIES, INC. Am7,~~~on , _.J 3-Plaza Landscape, Inc. .--- --"""""" 'ñ\ ~,pr- '\ :.:\.\ SE? 2 ~ 1992j:.¡ \,:,j Hl, ; I" . .~L,.. .- .------ Rick G. Kushner, Senior Division Manager -------- - 7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712 l.'~;l Professional Service Industries, Inc. 1"-"'. American Engineering Division J- Page-Lof --.Ì INSPECTION REPORT \)~,,- k,,~\,,€- Ì'rx-. ~-~.. ~2.. C lENT rchitect-M.e' ';"'~-ererr ~ H ;~c.. ~ (>,r,so , t t ngineer G, \ b~T e~V'\~,Õ MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing - Reinf. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other __Other - Other I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out t Ùt h~s. ~<-\~()ì~ PROJECT (Name) ~ (Address) tS)re"~c:. ~~ .-£.nc.. ¡\,\ \:-tc,...<;. O~~ - '2. o'"S 81 REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other OTY MATERIAL DESCRIPTION - - Rinf.: Rebar __Rinf.:W.W.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick __Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other INSPECTION CHECKLIST - Plan & Specs - Clearances - Positions - Sizes - Laps - Future Continuity #/psi - Consolidation - Mortar Batching - Electrode Storage - Torque Applied - Corrective action required- - Corrections completed t1 ERTIFICATION OF COM LlANCE: To the best of our knowledge, all of the eported work, unless otherwise noted, substantially complies with approved plans. ecifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ¡nor project control. I SPECTOR NAME ~~W Þ \ ~ N C (Print Cleariy) SPECTOR SIGNATURE =-J2.t,~"--Å.~ CERT. NO. ~ ,"",,----0 ATE & '~\'-~ y- . -.. n , ' REPORT OF FIELD COMPACTION TESTS T STED FOR PROJECT ~\a La\^d ~'-~ J (\Ç. . ~<. ~~~(~d ~ ~V\.~~ ~ ~ \ [ATE 9 - 2,- C\L OUR REPORT NO &§'=ì - ¿ð~ ~ì EST DATA: TEST ~ SOIL 10 MAXIMUM WATER IN PLACE DATE LAB DRV DRV PER CENT COMMENT. NO NUMBER CONTENT DEPTH DENSITY DENSITV COMPACTION \ ~ --¡ -'\V ) t ¿ 3."") 9'?~ A +c¿, \-ð.'ð t \ 5'.2) 2 I ~ \A -\- 1.- ' I( t tJ.f" l\A.")... ~ 2.\ 2.- ~ +~' ' '3> v. II. 'f¡{) \ ~L,'O "(.4 ' \ 1- A , 4 " +-?v' '-. r.t; \,\ ¿,.~ '14.4 <y A- I ~EST LOCA TIOH: (},'b ucr.Y\ ...' cM\ ~2 l ' Y14~ d.Q... ~\~.' <7- '^ v þ4 ,,\ ~2. c~l\ g 1I \ ~ (). '-1 ~{"'2. c.e- \ 1 ¿ \..( Ú lÅ \{ ~ '1'1 ~-e, \\ t: ~rV\~\ NOTES DENSITIES SHOWN Lbs per cubic toot . 1 FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT Per Cent of dry weight 2 BACKFILL B. TEST RESULTS DO NOT COMPLY PERCENT COMPACTION Based on maximum dry 3 BASE COURSE WITH SPECIFICATIONS density obtained on sample Indicated by 4 SUBBASE C. TEST IS AFTER RECOMPACTION sod 10 number 5 SOIL CEMENT REMARKS: 6 OTHER ~ ' Respectfully submitted. Professional Service Industries, nc. PSI A-100.2 {*n ð- ~ ~ l.'!/:;' Professional Service Industries, Inc. 1"-"'. American Engineering Division Page-Lof..L INSPECTION REPORT .. D-ohe\¡\.s N~~r- PROJECT (Name) - -~~ ~~ - (Address) g) ~ \¡U... ~ e.. e ~ V'- ,'k Ðsq- 2o~ ß'l c IENTr\('! L.~~ S"c..- 0 T E ~ - '2... - A:¿...,. A chitect_~ ~ ~ ~~ - ~-h \'7c..l ~~<;.O , E gineer c\ \ b.a- -r ~\ ~ \ ""- ~ C ntractor C~ ~-G!-e. ~~ - \btt2 ~c- I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing _Reinf. Steel _Steel _H.S. Bolts - Tendon (PT Strands) - Other .- Other - Other r "" ~ k~ ~~~ ~ cc<b WC4~ L, REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other QTY MATERIAL DESCRIPTION - - Rinf.: Rebar - - Rinf.: W.W.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar. Type/psi - - Units: Block - - Units: Brick __Steel - _H.S.Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other INSPECTION CHECKLIST Plan & Specs Clearances Positions - Sizes - Laps - Future Continuity #/psi - Consolidation - Mortar Batching - Electrode Storage - Torque Applied Corrective action required- Corrections completed ~~"'- Co, ~\AG. ~ ~ M~ c..-l.----~~~ ~ , \ (J (\ - ~ ~..~ Q. ~ 0..4---0 1"\ ~t ~~~ ~ ~~ ~ V"\~ ~ ~ &J\.J Jo ~ .e..rt. ""'" -. o.J..l ~ C2. Gt -e.. ~ ~ ~ ,..-- Ottð - ~ ~fac... (' , RTiFICAtlON OF COMPLIANCE: To the best of our knowledg ,all of the reported work, unless otherwise noted, substantially complies with approved plans, s ecifications and ~~licable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- i n~~ontr~-U~~e.. g.C\.~e.... ok %e. v-.J~à.Jz..~eò c:; ~ ~~ I SPECTOR NAME ~ C D \ '2ð rJ CERT. NO. . /) ,..(Print Clearly) - ~ L~ ~ DATE 1 - "'L-'11..- ~~ <; \AJ c..e.r '" . q" ~c:;\~ e.. c:. ~Q P I 8.900-170 þ REPORT OF FIELD COMPACTION TESTS TESTED FOR PROJECT ~\ 'tj L~d~~ ..r~c... 19~W:. No€., t~ì-'LoE:>cl £ Y"I c..:: ~ k~, ~ DATE .q-~- ~~ OUR REPORT NO ð~~ - ~~.&) TEST ~ SOIllD MAXIMUM IN PLACE DATE LAB DRV wArER DRV PER CENT COMMENT. NO NUMBER CONTENr DEPTH DENSITV DENSITV COMPACTION 4? g -4 ~ 2 --' \'2~."l- !.:O it , . g qé:>.l 2 A -+-;, , (¡, ~ -!-4' ~ 7.7. ~I '3'~ Ot -:z.. '2 <1.. & , 1 \. \ -:tt?' '^' &. \ ~\4-.q 9~.~ roy, ~ TEST DATA: TEST LOCA TIOH: b rr..'t v-r:JÅ 'Ÿ\c? I ~~ c::.. j2.J \ .=* 2"2- (g "^ "" ::$ rib '" 1\ 1 A ... '^ ~ (p 'A.. NOTES: DENSITIES SHOWN lbs per cubIC toot WATER CONTENT Per Cent of dry weight PERCENT COMPACTION Based on maximum d'y density obtained on sample Indicated by soil 10 number . 1 Fill MATERIAL 2 BACKFIll 3 BASE COURSE 4 SUBBASE 5. SOil CEMENT 6. OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. TEST RESULTS DO NOT COMPLY WITH SPECIFICATIONS C. TEST IS AFTER RECOMPACTION REMARKS: Respectfully submitted. Professional Service Industries, Inc. PSI A-100-2 ('11 l"'~;l "'-~. Professional Service Industries, Inc. American Engineering Division Page-Lof- INSPECTION REPORT C IENLf? '0"- D TE~ - ~-d..~ c.ø. ~ ..I'~ ) qz. A chitecLl1e\ ~~.. \"\",CC...L ,^<:;""" E c: I \ bD..:Jt ~""e.P \\ "C; Co ~u~ ~. ¿~~ MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples _Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reinf. Steel _Steel _H.S. Bolts - Tendon (PT Strands) - Other - Other Other I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Cone Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out R MARKS <:... ~ VV' c...c 'n'\ ~ VVl PROJECT (Name) (Address) REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other OTY MATERIAL DESCRIPTION ~~ s k1~ bot- - ~~ ~~k:-O' e.. ...,. c::..~ If' ;.. ~ I Co" ðÇCi - 2.0 3 2..~ INSPECTION CHECKLIST . Plan & Specs - Clearances - Positions - Sizes - Laps - Future Continuity #/psi - Consolidation Mortar Batching Electrode Storage Torque Applied - Corrective action required- Corrections completed c::. ~ 1"-- - - Rinf.: Aebar - _Rinf.:W.W.F. - - Ainf.: Tendons - - Cone.: Mix #/psi - - Cone.: Mix #/psi - - Cone.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick __Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other ~;b \uC:t. \'\ , 4,"cÞ ~. ß 0-\<- \ ~V'Yl . -+h ~, ERTIFICATION OF OMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise note, substantially complies with approved plans. s ecifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- i n or project control. I SPECTOR NAME ~~ð D \-zøN. ~(Print Clearly) - I SPECTOR SIGNATURE ~ \4aL 4 ~~ N ~s: ~~c;.~d ~ CERT. NO. .~ DATE ~ .04 - " '"l.... , }- , REPORT OF FIELD COMPACTION TESTS ESTED FOR: PROJECT: t> lef l.o-d ~ ~ ..r: r"'C , ~e.~ N ~h ~ -9.,0 d þ~ £.YÎc-.:~ ~ \ cA ATE: '1'" 4' ~'"2- OUR REPORT NO.: 0 g:¡ - 2ð¿, 81 EST OAT A: TEST ~ SOIL ID MAXIMUM WATER IN PLACE DATE LAB DRY DRY PER CENT COMMENT * NO. NUMBER CONTENT DEPTH DENSITY DENSITY COMPACTION ß q '.4 ~q 2. T Ú;! :? n'?D tð':L ( 01 . '7 9).~ 2 A Cf I Ct4.6 A 1-1 +~ .".. w cr ,g \¿;£.2. 2. IC \ 1 + C9 I .., I r 41',0 toG.ó .qZ.7 "/ IT 1 TEST LOCATION: C( ,'6 . .:Þ ß IJ,:)Gi ( t \ ~4::; \ de,. ú< \ ( (9 - q '^ \0\ '" '" ~ I \ \ D IA '" y\ % 4- \..1 NOTES: DENSITIES SHOWN: lbs. per cubic foot * 1. FIll MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS ! WATER CONTENT: Per Cent of dry weight 2. BACKFill B. RECOMPACTION REQUIRED PERCENT COMPACTION: Based on maximum dry 3. BASE COURSE C. TEST IS AFTER RECOMPACT10N density obtained on sample indicated by 4. SUBBASE soil 10 number 5. SOil CEMENT , 6. OTHER ~EMARKS: ~m~ Professional Service Industries, Inc. , PSI A-'CO-2 (1) l.'~;l Professional Service Industries, Inc. 1"-"'. American Engineering Division Page-LofL INSPECTION REPORT ~II\~ N~..- ~ bot~-Qc .T",c:::::.. . PROJECT (Name) f~~- (Address) ~ I ~ CA- I)~ - "20'; ~l C lENT P\':'éj' L:...-...<;~ ~ -4 - ~ ¿..- rchitect_\¥..-7'\~ - ~'~~ ~<s.D. Gx\~T e."'"'t~~~~- ~~- t\6J~ REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other a~k I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Rreproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Conäete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reinf. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other Other EMARKS ~ \ ~ eo.. &-, 1" + ~ I SPECTOR SIGNATURE SI8-9OO-170 QTY MATERIAL DESCRIPTION - - Rinf.: Rebar - _Rinf.:W.W.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick - - Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other CERT. NO. 9. -4 - INSPECTION CHECKLIST - Plan & Specs - Clearances - Positions - Sizes Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied Corrective action required- Corrections completed e.. <\:L l"~;l I"- .., . ~nc. J- Prof siGnal Service Industrie! American Engineering Division Page-LoLJ.. CLI NT PQ¡.""'Y.^ l~~~~ \ ~. j DA E '5 Qi.:Ìùr~-^- \0 ; \<=1 q ~ INSPECTION REPORT PROJECT (Name) t)~ \?~- (Address) ~~"'-) cA MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing - Reinf. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other Other INS ECTION OSHPD . OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out RE ARKS IN PECTOR NAME] p""",',S ç~ ^ \-<. (Print Clearly) IN PECTOR SIGNATURE '~ :1.. ~-~"- PSI -900-170 REPORT NO, Building Permit No. Plan File No. Govt, Contract No. OSA or OSHPD # Other Qÿ:1- ~()3~1 OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST - Plan & Specs Clearances Positions Sizes Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied - - Rint.: Rebar - _Rint.:W.W.F. - - Rint.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar. Type/psi - - Units: Block - - Units: Brick __Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing __Other Corrective action required- Corrections completed ~ WeJ! CERT. NO. DATE ~r .x...-rr-..i"",,~ \ 0 . Ñ9-;.. , JL ø REPOR"F--O~IELD COMPACTION TESTS 9~ ~ X~'¿ROJECT ~r N~ £~ I e-A ESTED FOR: ATE: s \0 I \qq d- EST DATA: TEST NO MAXIMUM LAB DRY DENSITY DATE SOIL ID NUMBER OUR REPORT NO.: ~ 05'1 - ~O3ål WATER CONTENT 1- TEST LOCATION: NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated .by soil 10 number EMARKS: PSI A-100-2 (1) \'3.c< \'1..1.\ \0,0 )3.~ \0.0 <=6.3 IN PLACE PER CENT DRY COMMENT * DENSITY COMPACTION \,q. 0 ..., ? '11 99 9~ " J¡ \, 'l \\. 'I 3 ~ dt~. \\. ~ \\ /.; A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTION REQUIRED C. TEST IS AFTER RECOMPACTION * 1. FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER Respectfully submitted, Professional Service Industries, Inc. ~~J~ ð-- @ REPORT OF FIELD COMPACTION TESTS ESTED FOR 9 ~ ~Q.M.Ó.~~ J:f~. ATE: ~ - ~ ~O} \qq~ EST DATA: SOIL 10 NUMBER MAXIMUM LAB DRY DENSITY TEST NO. DATE PROJECT O~ r~-- ~~~)cA OUR REPORT NO.: 059 - go 3 <6{ WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT * ï Q(/'O/9?- ~ TEST LOCATION: 7 () ~ NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil 10 number EMARKS: PSI A-100-2 (1) \\~~ I I -'"I -6 'd- '-1 . 'Í \\ '\ * 1. FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTION REQUIRED C. TEST IS AFTER RECOMPACTION Respectfully submitted. Professional Service Industries, Inc. ~-:i~~ l.'~;lP ~essional Service Industrr f"'--'¡;. American Engineering Division INSPECTION REPORT 0 -í CL ENT \ ~Jj- ~D.rJ".~ ~. 0 E '5T\i.~~' \\) \q~d-- MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing - Reint. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other .,...-- Other Other IN PECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving FIreproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out ~, Inc. ok Page-Lof.J. PROJECT (Name) O~ í? ~ (Address) ~/1~ \ GA I REPORT NO. -o5cr - d-QS 8 7 Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST - Plan & Specs - Clearances - Positions - Sizes Laps Future Continuity it/psi Consolidation Mortar Batching Electrode Storage Torque Applied - - Rint.: Rebar __Rint.:W.W.F. - - Rint.: Tendons - - Conc.: Mix it/psi - - Conc.: Mix it/psi - - Conc.: Mix it/psi - - Grout: Mix it/psi - - Mortar. Type/psi - - Units: Block - - Units: Brick - - Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other Corrective action required- Corrections completed C RTlRCATlON OF COMPLIANCE: To th st f our knowledge, all of the reported work, =~rwise noted, substantially complies with approved plans, s cifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- io orproí~-J ~ ~C~~~) ~ ~ ~~ A~~.. I SPECTOR NAME CERT. NO. (Print Clearty) I SPECTOR SIGNATURE P 16-900-170 DATE ~.:tu.~ \ \ / \qC{'d- ð- cD REPORT OF FIELD COMPACTION TESTS TESTED FOR p~ ~~-rN- PROJECT O~ 9J- £~~ I G-A DATE: 5~~ \\ f \q~~ OUR REPORT NO.: .o5Q-;)"O 3õ( TEST DATA: TEST ~ SOIL ID MAXIMUM WATER IN PLACE DATE LAB DRY DRY PER CENT COMMENT. NO. NUMBER DEPTH DENSITY CONTENT DENSITY COMPACTION \ C{/ ! t/ q -a-.. t\b \d.'3.7(oc "S.<Q ila.5 'it ~JA ~ -\-\'=' 1.0 _\\ \.5 '10 3 ~ ~,. ?J ~ \~ ~.~ i1a.5 9l lì -\-\5 l'~ 1l5.~ 9L{ 5 t-\5 'Bad \\ D. e... q'Q C, +\:> \ V G.~ tlê)..5 91 \ II TEST LOCATION: I 1. \\ \, I¡ ~ II 5 " tI ro \\ /,¡ . I~ 1:- 'I~ 6J.Q NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number. . 1. FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTION REQUIRED C. TESTISAFTERRECOMPACT10N REMARKS: ~£~ ~ ~ ~Jø11 , k\~ Respectfully submitted, Professional Service Industries. Inc. ~;j~ PSI .0.-100-2 (1) ~ ,- @ REPORT OF FIELD COMPACTION TESTS T STED FOR: p~ k~ ~. PROJECT ð~ 9o.J--- ~~~~ I GA TE: \\) \q~d- OUR REPORT NO.: O-Sq- 9--03151 EST DATA: l <6 q t\~ -\-~ 1t-3. \\'d..O TEST NO. DATE SOIL ID NUMBER MAXIMUM LAB DRY DENSITY WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT * EST LOCATION: ( <=6 NOTES: DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Per Cent Df dry weight PERCENT COMPACTION: Based Dn maximum dry density obtained on sample indicated by sod 10 number. * 1. FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE 5. SOIL CEMENT 6. OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. RECOMPACTlON REQUIRED C. TEST IS AFTER RECOMPACTlON EMARKS: Respectfully submitted. Professional Service Industries. Inc. ~-" ;:t~~ PSI 1.-100-2 (1) t "~;1 ~.g. ~+. Prof~ssional Service Industries Inc. Amencan Engineering Division ' b l +- g ) CLIENT: PLAZA LANDSCAPE, INC. 1445 SOUTH SUNKIST STREET ANAHEIM, CA 92806 DATE: SEPTEMBER 3, 1992 PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK PROJECT #: 059-20387 Dear sir or Madame, EI}closed are the inspection reports for the week (s) ending: 8/15/92, 8/22/92, 8/29/92 Should you have any further questions, please do not hesitate to call our office at any time. sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. ? 2/J:Z;:::S iOD Rick G. Kushner District Manager 3-Plaza Landscape 7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712 t.,tt:!!,;¡ Professional Service Industries, Inc./f" ~ ç;: ¥- I'-rQ; American Engineering Division Page-Lof-1- INSPECTION REPORT . f} \ d)~~ ~. Þ .I'",¿ . PROJECT(Name)N~~&c:r~ ~ (Address) 5~s Î\J-€-r " e.~~~l~ ðc;1 r> 2-Ð~ ~ 1 CLENT?\Q ~"Jc.<:~ DA E ~ - - ~-z. ~.... ~ ~(f - ~ '<> d-. ~. ~ \ G,\~--r ~~~~\ ~1 IN PECTION OSHPD OSA . Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reinf. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other Other .s~ ~ ~\ ~ c...O {I'L REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other QTY. MATERIAL DESCRIPTION - - Rinf.: Rebar - - Rinf.: WW.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick - - Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing __Other ~ ~ CERT. NO. ~ PSI 6-900-170 INSPECTION CHECKLIST Plan & Specs Clearances Positions Sizes Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied - Corrective action required- Corrections completed ~ d,s~ ~ y\J.. ~~ ~~ ('t1 m -e ~ <cl~ DATE ~ . \ 1 -q 2.... l.'~'¡l Professional Service Industr;.eas, Inc.%~1: 7 1"-..,; A ;can Engineering Division. 7- Page-Lof- INSPECTION REPORT CLI NT ?~h~ A~ db / ô<i~ \oPSo' \ Ii..{ "" ~ E,t~ed tol'"TY\o..+ìt)T\ ~ 11-'" DA E / Ar hitect MAT'LSAMPLING - Concrete Cylinders - Cement _Mortar Samples - Grout Samples _Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reint. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other - Other IN PECT10N OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out PS 8-900-170 REPORT NO. . Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other OTY MATERIAL DESCRIPTION - - Rint.: Rebar __Rint.:W.W.F. - - Rint.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar. Type/psi - - Units: Block - - Units: Brick __Steel - _H.S.Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other INSPECTION CHECKLIST - Plan & Specs - Clearances - Positions - Sizes - Laps - Future Continuity #/psi - Consolidation - Mortar Batching - Electrode Storage - Torque Applied - Corrective action required- - Corrections completed . DATE A~ ac"I3j:l , l.'~;l Professional Service Industries, Inc. 1"-"'. American Engineering Division INSPECTION REPORT /~;-. ? Page-L of .J.. C lENT Þ\,;\ (S'" lq Y1 J <¡. '- " f "- ß- \~-q'ì.- \IÎG. ~ <ò \ ~ kí'à~ - \+ v"J.- , ~ Cì ¡\ ~ e ~ '" <=.(' > "-&-- MAT'LSAMPUNG - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing - Reinf. Steel - Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other - Other I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Cone Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out EMARKS A+ Of'f'~€Mc; ~~, () . PROJECT (Name) N e, ì~ ~Î~oc.<:i. \fU ~ (Address) C)r~e..,^3 ~< 1 ~)'"V'\ ~ ~Q). \:..~ C' ç-q... ~() '5 8, .. ~~ð REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other OTY MATERIAL DESCRIPTION - - Rinf.: Rebar - ~ Rinf.: W.W.F. - - Rinf.: Tendons - - Cone.: Mix #/psi - - Cone.: Mix #/psi - - Cone.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick __Steel - _H.S.Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other '~-€.. \ S, C!.M. c",S ed INSPECTION CHECKLIST - Plan & Specs Clearances Positions Sizes Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied Corrective action required- Corrections completed -Q.. ~ ~ Q. b..L lJ ~ \ "t') Y\ ~~~ ~ ~kcJt S ~J f ~.\""CV e d. ~ IPS, ,,~1'e~Y\ ~~'v. , ERTIFIC ION OF C~~IANCE: To the best of our wledgè\ all of he reporteC!!J"°rk, unless otherwise notea, su tantially complies with approved plans, ecifications and applicable sections of the building codes. is report covers the locations of the work inspected only and does not constitute engineering opin- i n or project control. I SPECTOR NAME ~Û-ð Þr2~t-l. (prtnt Clearly) SPECTOR SIGNATUREC,J' ~ ~ CERT. NO. ~DATE .g- t~-q~ ~;J I~ Professional Service Industri-s, Inc. A. 'ican Engineering Division Page-Lof- INSPECTION REPORT CLI NT ?~ \.-~.~ A ~v-;J d. ~) \3<iéj \OPSO1 \ \L{ "/ ~ EtPOSed tor-mo.tit:>1\ lit "/ DA E I Ar hitect E ineer \ IN PECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Cone Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) _Asphalt Concrete - Roofing - Reinf. Steel - Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other Other PROJECT (Name) 05«4 - éJ.o3'87 (Address) °^f~UA. A ~1 E~V'-l CA REPORT NO. O~llo... T\\!}'._/lOI,...Q~ Building Permit No. ~- ~ð""""'" '--""'~.L' Plan File No. Govt. Contract No. OSA or OSHPD # Other QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Plan & Specs Clearances - Positions Sizes Laps Future Continuity #/psi - Consolidation Mortar Batching Electrode Storage Torque Applied - - Rint.: Rebar __Rinf.:W.W.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Cone.: Mix #/psi - - Grout: Mix #/psi - - Mortar. Type/psi - - Units: Block - - Units: Brick - - Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other - Corrective action required - . Corrections completed . DATE A~~ \l ac,.lSj:l J Cr'r Contractor;"";;".:,,, "";~~':;.;::::~;;~';:":;~2~,,"': ,., - " ,... ':"~ a:1': r'.:~~! M~rL SAMPLING, OTY ';:;"MATERIAL DI?SçR)~:;rJ9N,:ji:,~, ;i~!NSP~EPT!O~~!P~,~.9KLlST ..:....::..ConcreteCylinders - ~Rlnf.:Rebar" "-,"', ""!'",.,,., , ":'::Plárf,t>Specs"",t,c", --=:Cement' r,!;.::'.,,', ' <., Rind W.W.F. ,,':;.:,-..['<::,:.: :,~ ':~;;K;Cle~r'aricé$::f~,,'¡;,';:,;,:.. ~ Mortar Samples: .......:.;. Alnf.: Tendons ~",~:;;-,; " ,;::f~Posltloð~~~~~ ,C:' ~Grout Samples ~ Cone.: Mix #/psi ,,'~.:;, ""';':Sizet~...;:;;'t;';<:~ _Masonry Prlsms.:~.':" ~Conc.: Mix #/psl ' .-, ,.~J;:låp§~~.:ft/:}1'." ", , "C""',.' "', ' ","""""""""'",.--, ,,',,'J"" 0,.." ';,.".....,,- ~Masonry Block :"';';" ~COhC.: Mix H/psi ,,¡,);~::{;;.¡:~,~¡,:~;{: ,.;;t"¿¡¡,'l=tiWrt'Cötitlîru!tr#/psl, - Fireproofing' '" - ;..;::: Grout: Mix H/psl ~;~;;;¡.t:¿:Pt;.:'.::;;: '~;.':~Co~ä~'ldäf¡b~J::.',:;' , .' ,'..c,:"'.'" ;, '-"~ "i"......':(~"", ~ Units (block or brick)"',: ~ Mortar: Type/psl.::."'<',:,:v,,:':', ~,Mótta~Bati:hlrig.....i;;è'",:... ' 'c.' , "'--..""-""""","'.;"'.',/,';'.o,;"'."""""':¡""" ....;....- Asphalt Concrete:,:;'" ~ Units: Block " """.".";':~' fl"""",; : ~ ,6' Elecfi:oc!èi~totå!iéf~\;¡~....,'- ...:-;.Roofing..:r "." ..-:;:.,Units:Brick" ,',,::;~:'.;:':I¡~~:~';; ",." ':A '¡I~{'~~~'" ~~' ~~~:;;~~$~\;' , 'f,:'~}~;'~~~§' ,-, ..:-:..:....Tendon(p,TStrands),'c.." .~ ~,EIEictrodes'."';':'~,",:""';',:";~;¡'~::",~" Co .':.. Ë;';.j~~i!;\3¡';Jr,',- ...~;;.;;('~S~ ":":= .,~~;~- " :~~~J~~i~%i;t: t~~;1 ~.g. I~t Professional Service Industries, Inc. American Engineering Division. 6 .. CLIENT: PLAZA LANDSCAPE, INC. 1445 South Sunkist st. Anaheim, Ca 92806 DATE: SEPTEMBER 3. 1992 PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK Orpheus Road Encinitas, Ca PROJECT :if: 059-20387 Dear sir or Madam: Enclosed are the compaction reports for the dates of: 8/5/92 All work monitored by our technicians and inspectors was done in accordance with applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. 3-Plaza Landscape, Inc. .\ .~) PROFESSIONAL SERVICE INDUSTRIES, INC. Ame?~?Z=D Rick G. Kushner, Senior Division Manager 7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712 Professional Service Industries, Inc. ,1 q?I 6' Jf American Engineering Division Page-Lof-L ~;J j~ INSPECTION REPORT f)~-(.~ N.e;~{J(~ IENT~\6' lC\..d..~ r..,c.. PROJECT (Name) ~ U (Address) -t:..rc-'Y\ \ ~c;, Cir TE- - L?- q'2- . C D H-.Q \ ~ ~~ - \J.v ~C..L c:L /x,~ . GJ1b.d- ~'~ REPORT NO. ~ - '20 ~ g 1 Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other A chitect ~~I~ ~ I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement _Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reinf. Steel _Steel - H.S. Bolts - Tendon (PT Strands) _Other - Other - Other , cJ,R.v\'~ , ~Cl.d. ~ \..V \-. j....:,. M ~ j¡ ~.....1' . ~\""ZcN I SPECTOR NAME ~ (Print Clearly)- SPECTOR SIGNATURE~ 18-900-170 e~ QTY MATERIAL DESCRIPTION - - Rinf.: Rebar ~ - Rinf.: W.W.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar. Type/psi - - Units: Block - - Units: Brick __Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other INSPECTION CHECKLIST Plan & Specs Clearances Positions Sizes Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied - Corrective action required- Corrections completed -ec;:.,~t ~ 1 ~ d.-.c. ..k, ..J. b....1.o v.) ~K ~ c..~s> u ~o ~c..~~ , , v'\ <:-v...t-- ~ CERT. NO. ~ DATE g~s-,. ..L ð' .._. .- '---'-----~ ~ 1 JB , REPORT OF FIELD COMPACTION TESTS T STED FOR PROJECT þ~ Þ~G ~dts;¿cf~ - Ðr-Fe..\.'.~ N.e\ð;; ~t-Ç(O~ --1"1 L . ~~V"\ 1-=6 s CJ.. Dþ.TE g- ç -.., ~ OUR REPORT NO 051- ~ð,;gÎ 1'=ST DATA: ......--- TEST ~ SOIL ID MAXIMUM WATER IN PLACE DATE LAB DRV DRV PER CENT COMMENT * NO DEPTH NUMBER DE NSITV CONTENT DENSITV COMPACTION I 1 8-17 -q.).- 1<,- L' \2~. J. G}.î \2Ð."7 91'(ð '2 A. Œ/ INn bl "'-U ~ , .' 2. \\ 11\ ~\ '1.g (Ii,~ q C;. 2. Q. ~ c" 3 .. \0\ ~ I" . \ \{g,~ q(P\~ '2 ~ CL -+ . "\ ~ v\ q,g (\\.A, 9 ç'.~ ~ ~ ~ . EST LOCA TIOH: ( a~G-i1'I~( ~~ ~ t>~ e.. \Ä.<;- P-d. ~ ~\I\d. La.. Y\ ~ VJ t2J., ~ I\. ~ 2 tA. &Å '" '" ~ '" e?ß~k)\ '^ \\ 3 r\ Y\ \Å 1\ lit N ~)\J l.o...yt~ wJU1 ~ 1\ -+ ~ ~ r\. ~ K. '(\ ~ r\ €A Cp -k.( Yt NOTES. DENSITIES SHOWN Lbs per cubic foot . 1 FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT Per Cent of dry weight 2 BACKFILL B. TEST RESULTS DO NOT COMPLY PERCENT COMPACTION Based on maximum dry 3 BASE COURSE WITH SPECIFICATIONS density obtained on sample Indicated by 4 SUBBASE C. TEST IS AFTER RECOMPACTION soli 10 numbe, 5 SOIL CEMENT ~EMARKS: 6 OTHER ~:&-: \h~ ~ aJ~ ~€-~ ~ ~e. "'-' ~ \ €. Respectfully submitted. ~ ~ (j-- \u k ~ '.A.J Q, Co, Professional Service Industrie c. ~ ~ Q.M. -¡!~ I q;.-- SI A-l00-2 (*1) lra~;;1 ~.g. (~-+- . Prof~ssional Service Industries Inc Amencan Engineering Division ,. 1--j3+l CLIENT: PLAZA LANDSCAPE, INC. 1445 SOUTH SUNKIST STREET ANAHEIM, CA 92806 DATE: AUGUST 5, 1992 PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK PROJECT #: 059-20387 Dear sir or Madame, Enclosed are the inspection reports for the week(s) ending: 7/18/92, 7/2S¿92. Should you have any further questions, please do not hesitate to call our office at any time. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division 1?~ &' ~ Rick G. Kushner District Manager 3-Plaza Landscape 7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712 l-~;;l Professional Service Industries, Inc. .-f~.:<.. I"-'fj;¡/. American Engineering Division Page-Lof- INSPECTION REPORT Ct~~~ Rc~ð. (), ~ "õ" PROJECT(Name)~b-c"'~~ J?<>Æ C lENT r \'^Ç[ ~f-<' --'- "'<:. . ^ . (Address) ~ €M.~ n-tc::.... D TE--=r - \. '- q û.. .. 't - f""t. .A c::.nCA'A..l ~ ~ ~ - 2Ð ~ ~ A chitectJ.-\" :~ ~~ ~~Jh... ~, E ginoor C ,\Þå-l- ~ ' ",-<uJ: "'- \" C ntractor -ÞLë5' L,. Yldc.cc"~ -.:r~ f I SPECTION MA T'L SAMPLING OSHPD - Concrete Cylinders OSA - Cement Specialty - Mortar Samples Mechanical - Grout Samples Electrical - Masonry Prisms Roofing - Masonry Block Concrete - Fireproofing Masonry - Units (block or brick) Struct Steel - Asphalt Concrete Prestress Conc - Roofing Pile Driving - Reinf. Steel Fireproofing - Steel Waterproofing - H.S. Bolts Non-Destructive - Tendon (PT Strands) Soils Technician - Other Batch Plant - Other Bolt Pull-Out Other REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other QTY MATERIAL DESCRIPTION - - Rinf.: Rebar __Rinf.:W.W.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick __Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other c::cl- +k ~b \lIO,ð' ~ E..'> ~(!) INSPECTION CHECKLIST Plan & Specs Clearances Positions Sizes - Laps - Future Continuity #/psi - Consolidation Mortar Batching - Electrode Storage Torque Applied Corrective action required- Corrections completed ~e.a po ~ " Co.~ I- À'-~d. ~k~~ 'i~ C RTlFICATlON OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. s ecifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- io or project control. I SPECTOR NAME (~~ . (Print Clearly) I SPECTOR SIGNATURE ~~~ P 16-90'1-170 p r~ I\J CERT. NO. c-~-- DATE 1-\'1 '~J.- T STED FOR REPORT OF FIELD COMPACTION TESTS , ~(! \...:.,... d <;.z. ~ ..T Y1.e. . 0 TE \"'\~- DATE t 1- r~-4)., IA .~ \Å ~ ~ (¡, \A EST LOCATION: ~!l ~ ~'" \C W1,; ... W ~ 'N ~ '¥J . 11 '+J(c oJ ~ SOIL 10 NUMBER MAXIMUM LAB DRV DENSITV PROJECT ~ I.\.b ¡<..",¿ N R.-; ~h \,.cì.Q..,.",,¡ Þ "-<'-1:. íJ ~~ ~ f>s..¡ €- \ e~ ~ \ Gf\-- OUR REPORT NO ~ -à;;<1 -"20 ~ g 1 WATER IN PLACE PER CENT DRV COMMENT' CONTENT DENSITV COMPACTION f~ ~\a;, \ ^ It'l \ A- f" , A- .ç 1 t\- ot) \ ß ç'.~ \ ß ~ ~ '" ~ " , ~ t( "\ " ~ " ~ NOTES: DENSITIES SHOWN Lbs per cubic loot WATER CONTENT Per Cent 01 dry weight PERCENT COMPACTION Based on maximum dry denslly obtained on sample Indicated by soli 10 number EMARKS: SIA-100-2(t11 6.d- . , , t::. \~é).f) '- t' SO. 0 e. \It \.\ t) "- E. <"l a.' ,.... Of) tIP cl. t::*'Z- "'l- \À \\ \..l .£ . 1 FILL MATERIAL 2 BACKFILL 3 BASE COURSE 4 SUBBASE 5 SOIL CEMENT 6 OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. TEST RESULTS DO NOT COMPLY WITH SPECIFICATIONS C. TEST IS AFTER RECOMPACTION ~. .~ Aespe<:tlUII~¡tted~~" - Professional Service Industri~ Inc. -1-- , ------------ - REPORT OF FIELD COMPACTION TESTS TI STED FOR ~ loA à<'. ~ <,. <-"'f-" .:r ... Co . 0 TE ì- \~ - ~"2.. T ST DATA: TEST NO ~ ELEV SOIL 10 DEPTH ~ NUMBER DATE ~1 N~ "7-\"J-<::\) -~ ~ "'" "l EST lOCATION: Iw1 ~~ R~~~ ~~-}- ~ l V .. .¡ NOTES: DENSITIES SHOWN Lbs per cubic fool WATER CONTENT Per Cent of dry welghl PERCENT COMPACTION Based on maxImum dry density obtained on sample ,ndicated by SOd 10 number ~EMARKS: SI A-100-2 (t1) MAXIMUM LAB DRV DENSITV \ ¿ '3., ").. \,..l ,.u~ V'Jú PROJECT ([r""ï;. e..~ N~l~~~oá O~,,~ LXV-¿I ~~--: ~ ~ ~e..., Q~ OUR REPORT NO tf;C\- :20--S<i!, WATER CONTENT iN PLACE DRV DENSITV PER CENT COMPACTION COMMENT * ~...,- ~ to. \ <=1cØ .1 \ ~G tA~ fJ: I ~ \\\.1> \\\.g * 1 FILL MATERIAL 2 BACKFILL 3 BASE COURSE 4 SUBBASE 5 SOIL CEMENT 6 OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. TEST RESULTS DO NOT COMPLY WITH SPECIFICATIONS C. TEST IS AFrER RECOMPACTION .. ~~~~ ~"""'" Respectfully submitted. - Professional Service Industries, c. Professional Service Industries, Inc. ~ W. J ~ <t? American Engineering Division Page-Lof..Ld;r' INSPECTION REPORT . ~ n \ ~{-\-..~ ~ '4~d r \ ~ I PROJECT (Name)Ne'ðkbo\ .Q.oo.J p~-{:. LlENT ~ <;L""t ..l.,.., ¿ . , . (Address) ~r-p"'~V'o.~ M ~ . ATE '\ - \ .- ~ ~ Q.-A ~;J ,~ ,chitect ~, ~ b,(ð ¿ ~ c...t <. h ~ , ngineer c:\~ G \.;.,.~€.(', '" 1 ontractor Þt a.. c... ~ vud. ~ -p, . I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reinf. Steel _Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other - Other r 0" €... d. /Ç' ~~~ 0-.-& "\ -{.. ~ a.. c:t ~ ~'Î'"" ~ct ... NSPECTOR NAME ÇO1,~ ~ r?QN (Print Clearly) NSPECTOR SIGNATUR~"---ß SI8-9OO-170 QTY REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other MATERIAL DESCRIPTION - - Rinf.: Rebar - - Rinf.: W.w.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick - - Steel - _H.S.Bolts - - Metal Decking - - Electrodes - - Fireproofing __Other r- .. \-'C't" ~ .....\~ç D t;q- ~3~Î I INSPECTION CHECKLIST - Plan & Specs Clearances Positions Sizes Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied - Corrective action required- - Corrections completed Qt~í'\~ J ~ ! -e ~ -€.... KJý) €. CERT. NO. 1 ~ ----=- DATE r~- ).\'q~ V..1 '--t ~ '^-' ~ d:..: - \ ~ \1o...J q,~ <::::L ~ ~ ~ ~ <:.,¿-\- I ~~ \~C() ERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise note, substantially complies with approved plans, pecifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ¡nor project control. ~r'\ ei:.--). <L- ~ ~..Q.~ ~ vv a... ~ ~ ~ ~, - j~ REPORT OF FIELD COMPACTION TESTS FSTED FOR PROJECT ~ \ <=so. l(M-d ~~ .-r nL. t)~<~ G!.cl. No€.\~h 'PO..D.e.c\ QQ.,~l D ~e ~L ~~. nc....~ ~<7 [ATE '1- Q..-- ~ - C\ Ì- OUR REPORT NO ð~- ~ð"?> R" EST DATA: . TEST ~ SOIL to UAXIUUM IN PLACE DATE LAB DRY WATER DRY PER CENT CQMUENT * NO NUMBER DEPTH DENSITY CONTENT DENSITY COMPACTION \ ì --¡ ~.- ~ 'y -l 'Z ~ ~ '23, 1- ~,' t\Ar\4 4~,& ;:b.~ ~ IA. -\¿L~ v( C;,(,., t\! ") .q () , :2; ;:;) ß ~ '-I - ~ ~ l( "\ t4;2- (~l ,0 ~r;:JD Q, A EST LOCA TIOH: i ( e..\ '~d~\~ ~~ N ~ ~ l.. Þ d)c.;r I ~ '^ u -e:.\~\<-~ '3 .A. 1..( ~ - ¡1ífÐ.J - - r?\ ~~ ~ ' .~ -..- .'H~ -t\J - c..rp-h e.. ¡'\A ~e.. NOTES DENSITIES SHOWN Lbs per cubic foot * 1 FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT Per Cent 0' dry weight 2 BACKFILL B. TEST RESULTS DO NOT COMPLY PERCENT COMPACTION Based on maximum dry 3 BASE COURSE WITH SPECIFICATIONS density obtained on sample Indicated by 4 SUBBASE C. TEST IS AFTER RECOMPACTION 5011 ID number 5 SOIL CEMENT REMARKS: 6 OTHER ~~~ ~. ~, - <q ç'1o ' ) N-. c:t; ~ ~'" í"--< Resp ctfully submitted. Professional Service Industrte.$, Inc. SIA-l00-2(t1) l~.f:;1 Professional Service Industries, Inc. f"-.aJl. American Engineering Division Page-Lof i ;j; INSPECTION REPORT ~t-~~<;. ~è -1'.-.0:. . PROJECT(Name)~~'¡ Q-<¡I,~ (Address)' e V\~ ~ e .!::.\-é- en \ ~. C\.-1\- f) 54 - 2c.o:,~1 C lENT Pia" La '"'¿~ \ -2-"¿ - 'iL- I A chitecd-\Q.i~ be~~~--\"'" \.f..~Ll ~ ~, E gineer C; \ ~1 ß"'t noQ .« : ........ () f, 1 \~ C ntractor rl~ ~ \.....c.'Y'd -......;. ^--<' I SPECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive Soils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing - Units (block or brick) - Asphalt Concrete - Roofing - Reinf. Steel - Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other - Other "" ~<: ~ REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Plan & Specs Clearances Positions Sizes Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied - - Rinf.: Rebar - - Rinf.: W.W.F. - - Rinf.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick - - Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other - Corrective action required- - Corrections completed e ~~ 0. ..\.eel . €.J ~ \ <-~\ d -'? ~ ~~ ~ C~ ~¡ \N c" ~^'~ d ~ ~ ~.o{' n c..;ït .. ., fY1-ed \,¿~ ~ Q... ~ \)..(..f" ~ ~~ .c;t ~æ \0 ~~ t ~ .."'-'<. ~ è:t;, '(j «- , . f"Yv',. V\,." <Y\A.,\ ~ C RTiFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. s cifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- io or project control. . , ~&, ~i(:fr--- I SPECTOR SIGNATURE Q~~ ~A....,:,DATE ps 8.900.170 ~ I SPECTOR NAME CERT. NO. "\... ").. ~ -q '":2.-- -- . lC9 , REPORT OF FIELD COMPACTION TESTS ~~TED FOR ~~~~ PROJECT ,()C... Ð'l"k v.. <,. ¡<¿, ~ \ ~\-1 Ix> f +Ce J Vc¿~k \ ~ bC\.. (J),~ ~ ~E.... G..~h\.~ l CA DATE ,- 2'2- qì- OUR REPORT NO ~5q -20š<t;l EST DATA: TEST ~ SOIL 10 MAXIMUM WATER IN PLACE DATE LAB DRY DRY PER CENT COMMENT. NO . DEPTH NUMBER DENSITY CONTENT DENSITY COMPACTION ( "'\{-"22 - q y \ t¡ C'23 ,").. ,=?,Ö \ '2-"2."L <9~ '2 ~c.. - 2. 9 1.\ - \2'" "\ '2, <2 t22,D Ct9 2 A- c.. TEST LOCA TIOH: { E. \-ec{ ~ \ ¿¿:ï l { (' -€ vx...L C (2e~~~.~ ~( ') 12 ( (tl1.J .... Qe~c:k V-e -*? -;(¡'I (~)-) '2 "", ~ (' ..... U J NOTES DENSITIES SHOWN Lbs per cubIc foot . 1 FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT Per Cent of dry weight 2 BACKFILL B. TEST RESULTS DO NOT COMPLY PERCENT COMPACTION Based on maxImum dry 3 BASE COURSE WITH SPECIFICATIONS density obtaIned on sample IndIcated by ~ SUBBASE C. TEST IS AFTER RECOMPACTION soil 10 number 5 SOIL CEMENT c REMARKS: I2e r ('€ <1'-'W 1- 6 OTHER ~C-L" - 9Ç~fo ~ Q~~ !""\.A¡ ,--- e: U6 ~ Respectfully submitted. \: Professional Service Industries. Inc. P~..rt ~ t<Ð -- -rz---+J- ~ þ (J t:.;~- , ~ 'C"" ~ PSI A-10D-2 ('1) ~~...~ . ?-N ~~~ .f/ !ú~ l ~ - 7940 Arjons Dr., Suite A. San Diego, CA 92126 (619) 695-3730 desto - 1311 Woodland, Suite 2, Modesto, CA 95356 (209) 576-0813 Corona - 350 S. Maple St, Unit K, Corona, CA 91720 (714) 2724230 Yucca Valley - 58945 Business CIT. Dr.. Unit A, Yucca Valley. CA 92284 (619) 228-1754 Apple Valley - 13641 John Glenn Rd., Ste. C, Apple Valley, CA 92307 (619) 247-8445 Palm Desert - 42-240 Green Way, Suite C. Palm Desert, CA 92260 (619) 341-5790 American Engineering Laboratories. Inc. ' REPORT OF GRADING OBSERVATION CLIENT: p <...~ 7- A,.. - ~ t- (- I JO~~ - 70;9- 7 I DAY{S): ~~!.~ JOB NAM~: ç: ~A-TI\--~ (7 ~ v<... JOB LOCATION: \2 0 '" ().~ 1/ ~C- C \,'¡Q.-.;.. GENERAL D'-.. A :>~ A v GRAOING OR CONTRACTOR: æ ¡.. <.. EARTHWORK CONTRACTOR: SPECIFIC LOCATION OF WORK TO BE PERFORMED: , V~.~c::; ¿,~( ~~ ~ -€. '-'2.- - ¿, .~ GENERAL DESCRIPTION OF GRADING ACTIVITY COMMENTSfAREAS OF ADDITIONAL CONCERN EQUIPMENT DATE TECHNICIAN CODE TIME CHARGED APPROVED BY OVER- FROM - TO REG. TIME ~\"'. 19:dJ -ì:-?~ ?-z8"""' .c.~.o..G.~ '-{.D - - VISITORS - - BY. - . /l--L \L ~ '-~ - WHITE-Engineering Ale YELLOW-Field File PINK-Job Superintendent , ~ i ó~ I REPORT OF FIELD COMPACTION TESTS T STED FOR 9L~2A. -;Lp<=-. PROJECT ~,p h e,-, ~ 1Lc~ d c; þ C 1 ~ Pt-1'1l s P A-f2- t..<. ATE ¿-2..ð- '- 9 L OUR REPORT NO 0 b-r - )..ô :g ? 7 EST DATA: TEST NO DATE SOIL ID NUMBER MAXIMUM LAB DRY DENSITY WATER CONTENT IN PLACE DRY DENSITY PER CENT COMPACTION COMMENT. I 7-~ :2-Jf 2.8 .;}' J-fA ~J? t.¡B l ~ s ~ L ðè 4:.. ~ð-i't- óo'r k NOTES: DENSITIES SHOWN Lbs per cubIc foot WATER CONTENT Per Cent of dry weight PERCENT COMPACTION Based on maximum dry density obtaIned on sample indicated by 501110 number . 1 FILL MATERIAL ~BACKFILL ~ BASE COURSE (:A::> SUBBASE ~ SOIL CEMENT 6 OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. TEST RESULTS DO NOT COMPLY WITH SPECIFICATIONS C. TEST IS AFTER RECOMPACTION REMARKS: Respectfully submitted, Professional Service Industries. Inc. ~c. 1L~ SI A-100-2 (tl) t "~.1 ~.g. kLf+. Professional Service Industries, Inc. American Engineering Division CLIENT: PLAZA LANDSCAPE, INC. 1445 South Sunkist st. Anaheim, Ca 92806 DATE: July 23,\1992 PROJECT: ORPHEUS ROAD NEIGHBORHOOD PARK Orpheus Road Encinitas, Ca PROJECT #: 059-20387 Dear Sir or Madam: Enclosed are the compaction reports for the dates of: 7/16/92 All work monitored by our technicians and inspectors was done in accordance with applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division 1?~6?~ Rick G. Kushner, Senior Division Manager "'-'-----:~---- -"'--::--:--'~:"-:-' -. -:.-- ,,~. :..' : \ \ . 3-Plaza Landscape, Inc. , . , --.-------.. 7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712 ~;J .~ .If? so/-. / Professional Service Industries, Inc. American Engineering Division Page-Lof ~ INSPECTION REPORT . REPORT NO. t ASSCOA7ES IÑc. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other fANDs::A PINt, CLI NT PLA-ZA 7 -/& - 9.2 DA E Ar hitect HEJI'1I3ERbElZ. I HI!2.ScrJ /, II II IN PECTION OSHPD OSA Specialty Mechanical Electrical Roofing Concrete Masonry Struct Steel Prestress Conc Pile Driving Fireproofing Waterproofing Non-Destructive oils Technician Batch Plant Bolt Pull-Out MAT'LSAMPLING - Concrete Cylinders - Cement - Mortar Samples - Grout Samples - Masonry Prisms - Masonry Block - Fireproofing . - Units (block or brick) - Asphalt Concrete - Roofing - Reinf. Steel - Steel - H.S. Bolts - Tendon (PT Strands) - Other - Other - Other R MARKS 7-/6 - :2 71ItJ12.SDA}/ .' A rtl2OUN LOT A.A¥ AdZ6A PROJECT (Name) ð¡;ZPHEU S 72b NEltøHBoR,- - Hoot:> PARK (Address) OP}lEV S PA-1!::k j2b ENCJfVlTJ45 . CA , ô59 - 203'87 QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ~Ian & Specs 7090 r<:..c. V-Clearances ~ 956Z ¡za Positions c(ð~""", . - Sizes - Laps Future Continuity #/psi Consolidation Mortar Batching Electrode Storage Torque Applied - - Rin!.: Rebar - - Rint.: WW.F. - - Rint.: Tendons - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Conc.: Mix #/psi - - Grout: Mix #/psi - - Mortar: Type/psi - - Units: Block - - Units: Brick __Steel - - H.S. Bolts - - Metal Decking - - Electrodes - - Fireproofing - - Other Corrective action required- Corrections completed t.IJt,J~J? .5//}.éIJ11.K ON 5LoPE, 'F 57,I),EWAf.K A1.50 PE7d=ð/l.M 1:1) ß4.ck19¿.¿ CF I RELA 71 v£ ¿ð,.,~ .I/IJW' de oP77 M~ þ C RTiFICATION OF COMPLIANCE: To the best of our knowledge. all of the reported work, unless otherwise noted, substantially complies with approved plans, s ecifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- io or project control. f.-1M~S D. f?w~/V I SPECTOR NAME \..J r7 ¡;:. (Print Clearly) I SPECTOR SIGNATURE .Æ~,-, P 18-90:1-170 £J. í?~ CERT. NO. /ð38 DATE ". 2ð¡=Z REPORT OF FIELD COMPACTION TESTS ESTED FOR . PLAZA LANDSCAÞJNb ATE 7 -l Co -c:¡;¿ EST DATA: TEST DATE NO I 7-/6-7;2 :2 /I 3 /I j'()1 ¡,~ 4 /I I. 5 ï -Ib -9J. It ~ ~ l.Ea1lJ :1/:1 It 7E&IUf EST LOCATION: PROJECT Or<:. PJ.I.£1J:5 N I Eeaz 1-1000 -PAØ< OUR REPORT NO 059 - ZCJ337 MAXIMUM WATER LAB DR' DENSln CONTENT /23.:2 fE ~.3 10.0 /23.2 7.3 /23.2 7.8 /23.2. 9.' 1'2 g, Z /0.3 /23.2 <1.8 IN PLACE DR' DENSIT' PER CENT COMPACTION 902.8 9 A.c:' C¡75 93.8 'j /.4 '17.8 /20.3 //5.5 I)~ . -¡ I " " SIf)E~U< PreDON D TQrLOT $()8 -&~ Dr 5EE MAP 8E1..of.ù .2. II II II " /1 ' I 3 J, If /I " /I /I I 4 ,~ /I " '1 II II I 5 SIDlE CAJAU(' ON SJAP€ I ~tJiJ -6eAf>£ 5£EMr4Þ 8EL.OGv ~ E/..Þ 07t./ cAl. () U luTE IS ~NO+ 8~LL /"1 j)2J1/£w/¥/ TëJ PAek' I COMMENT. 414 4A 4A 4-14 4-", A ZA NOTES: DENSITIES SHOWN Lbs per cubic foot WATER CONTENT Per Cent 01 dry weight PERCENT COMPACTION Based on maximum dry density obtained on sample IndICated by 5011 umbe~ \.;J-- REMARKS' ~ .' . .' \ ~ . 1 FILL MATERIAL 2 BACKFILL 3 BASE COURSE 4 SUBBASE 5 SOIL CEMENT 6 OTHER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. TEST RESULTS DO NOT COMPLY WITH SPECIFICATIONS C. TEST IS AFTER RECOMPACTION '0-21*11 z. Respectfully submitted. Professional Service Industries, Inc.