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Home My WebLink AboutCT 72-24; SPANISH VILLAGE UNIT NO 1; RESULTS OF R VALUE TESTS;• BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 92"111 PHILIP HENKING SENTON PRESIDENT. CIVIL ENGINEER April 1, 1974 s. L. & B. Service Corporation 592 Elm Street P. O. Box "BII Carlsbad, California 92008 Subject: Gentlem~n: Project No. 74-3-18F Results of "R" Value Tests Sample Nos. 3 and 4 Carlsbad Tract No. 72-32 Chinquapin Avenue Carlsbad, California TELEPHONE (714) 565·1955 RECEIVED APR ~ 3 1974 crrv OF CARLSBAD Engineering Department This is to transmit copies of the report of the results of tests to determine the "R" Values of sub grade Sample Nos. 3 and 4 obtained Match 25, 1974 from Syme Drive on Carlsbad Tract No. 72-32. The reports of the "R" Value tests performed on Sample Nos. 1 and 2, obtained from this tract on March 19, 1974, were delivered to the job site on March 25, 1974. Respectfully submitted, BENtON ENGINEERING, INC. By -t€~~ R. C." Remer RCR/PHB/pk Distr: (1) Addressee, with Enclosures (1) City of Carlsbad Engineering Department Attention: Mr. Russ Morrison with Enclosures CT 1)..-3)", • 3467 (URTZ ST .• P.O. BOX 80985. SAN DIEGO. CA 921.38 (7'i4) 222-HSS ...... ! . " FOOM 10.11" OA'(~AND , SANi A CLARA lOS ANGELES ~AN D.II;::oo' LABORATORY NUMBER SD29-l1ll File NO,~.~5~3~4 __ -r __________ D_A_TE __ ~M~a~r~C=h~2~7~p~1~9~7~4 ____ ~ ________ __ - JOB DATA: Project No. 74-3-18F . -.-'-- Benton Engineering. Inc. 6717 Convoy Court San Diego, California 92111 " . , , -~ SAMPL!l: DATA: sIN 3, Syrne Drive~ opposite Lot 210 Submitted to the laboratory on March 25~ 19740 . - R • VALUE DATA GRADING ANALYSIS " A "B " C 0 ';~. !it .\ " .. - . '" PERCENT PASSING COMPACTOr! P.S.I. SIEVE PRESS. 230 350 350 SIZE As RCVD. As USED MOIST @ COMPACTION % 1203 1005 1001 , 4" DENSITY. #/Cu. FT. 12407 126.2 12700 3" r;?) R·VALUE • STABILOMETER 22 ( 83 , 2" ~ EXUD. PRESSURE. P.S.I. 110 300 5'60 t" ---" .' STAB. THICI{ • FEET - %" =~= ==-=~= - : ./" EXPAN. PRESS. THICK. FEET t "" === =-= 0,,03, ¥.In '; T. I. (ASSUMED) = " , %" , w By STAB. @ 300 P.S.I. EXUD. = Z:J 17 "l..J #4 -« ~> By EXPANSION PRESSURE = O· =-0:: #8 ~~ AT EQUIL.IBRIUM = 11 #16 t, , " .' " '" ,', SAND EQUIVALENT = #30 DURABIL.ITY (COARSE) -LIQUID LIMIT = - #50 , . I, , DURABILITY (FINE) = Pl..ASTIC LIMIT -. #100 P. 'ff. = #200 , REMARI{S: Attachment -R Value Curve (1) Benton Engineering, Inc. THC~kh " ..,.. .:.> ~ .' t: FORM 1-1 .. tf' . • ~ • .d\~~1PLE DESCRIPTION _______ .-:nton _F.ng:i.ne,c:r.:b1.K,.._Inf..o'--__ ~1)ate l>U~rch 27 "~197l!_. _ .-"J...AB. NO. _Si2~_~=l1lJ -. -,-;-----------------------------------DATE REeD, ~. _________ _ Attachment - R Value Curyc: ------------------------<-, Tr::STEtl. By ___ ~ ____ --, __ , ~ ! -t" 3I/.u . ;J.~ , : ------ -> R. VALUE ~. .!!~II .. %" . - t)' To-.-\~ .o;:>~ ~. ::::4 ," ";0.:\ . I PAss #4 I - T. I. (ASSUMEO) = wj :;l By E:WD. = -l 4-> By i;:XPAN. = I " 'Ii AT EQUIL.. == • ct-· , Z-;1Z. BENTON ENGINEERING, INC. APPL.IED SOIL. MECHANICS -FOUNDATION!? 6717 CONVOY COURT SAN DIEGO, CAL.IFORNIA 921"11 PHIL.IP HENKING BENTON PRESIDENT· CIVIL ENGINEER April 17, T974 TELEPHONE (714) 565.1955 S. L. & B. Service Corporation 592 Elm Street GT7J--3~ P. O. Box IIBII Carlsbad, California 92008 Subject: Gentlemen: Project No. 73-7-'17D Results of Field Density Tests Taken in Subgrade and Base Material Carlsbad Tract No. 72-32 Carlsbad, California RECEIVED APR 1 8 1974 CITY OF CARLSBAD Engineering Department This is to report the results of field density tests taken in the subgrade soHs and base material in the street areas of the subject tract. Test Nos. 1 to 4, inclusive, were taken in subgrade soils on· April 11, 1974 and Test Nos. 5 to 9, inclusive, were taken in base material on April 15, 1974. The tests were taken at locations as directed by a representative of the City of Carlsbad and the final test results are presented below: Test No. 1 2 3 4 5 6 Maximum Approx-Field Dry Dry imate Material Moisture Density Density Location Tested % dry wt Ib/cu ft Ib/cu ff Syme Dr. Subgrade 5.1 125.8 129.7 Opp. Lot 4 Syme Dr. Subgrade 6.7 124.0 130.2 Opp. Lot 19 Chinquapin Subgrdde 5.1 124.9 131.3* Ave • ., 541 E of Syme Dr. Royal Dr •.. Subgrade 6.2 126.3 130.2 Opp. Lot 11 Syme Dr. Base 6.1 128.7 '133.5 Opp. ~ot 2 Syme Dr. Base 6.1 129.6 133.5 Opp. Lot 8 * Indicates combination of two soil types tabulated on page 2 Percent Compaction 97.0 ", 95.2 ." 95.1" 97.0/ 96.3/" 97.0 ./ , I , , . l' Project No. 73-7-17D • -2-• Apr iI 17, 1974 Royal Homes of Carlsbad Tr t No. 72-32 TABLE OF TEST RESULTS (CONT.) Maximum Approx-Field Dry Dry Test imate Material Moisture Density Density Percent No. Location Tested % dry wt Ib/cu ft Ib/cu ft. Compaction 7 Chinquapin Base 4.7 127.3 133.5 95.4 ." Ave.Opp. Lot 14 ."". 8 Chinquapin Base 6.1 127.2 133.5 95.3 Ave.Opp. Lot 1 98.0 ./' 9 Royal Dr. Base 6.2 130.9 133.5 Opp. Lot 18 LABORATORY TEST RESULTS The maximum dry densities and optimum moisture contents of the subgrade and base materials as determined by the A.S. T.M. D 1557-66T method, that uses 25 blows ofa 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder I are presented as follows: Soil Description Dark brown slightly sil ty fine to medium sand Brown slightly silty fine to medium sand Dark brown silty fine sand Li gh t gray sil ty. fine to coarse sand (D. G. Base) Respedfully submitted, BENTON ENGINEERING, INC. By eee~ R. C. Remer RCR/PHB/pk Maximum Dry Density Ib/cu ft 133.0 129.7 130.2 133.5 Optimum Mois- ture Content % dry wt 7.4 7~6 7.9 8.0 Distr: (2) Addressee (2) Clty of Carlsbad . Engineering Department BENTON ENGINEERING, INC. \ ~TON ~NG.INEERING, ·INc.a. i.E. -1 6717.CONVOY COURT ,.... • • ,SA TO: City of Carlsbad 1200 Elm Street iAN DIEGO,. CALIFORNIA 921.11. C~lsbad, Cal ifornia 92008 ATiENTION: Engineering Deparlment Mr. Russ Morrison-. 565~1955 RECEIVED APR 2 6 1974 . CITY OF CARLSBAD Engineering Department OUR PROJECT NO. 74-3-18F, Royal Homes (Carlsbad Tract No. 72,,,;,32 We are transmitting the following: one copy of above report to replace copy you .never received, ·dated Aprrl 1, 1974.' .. DATE: April' 25, 1974 MAIL: xx TO BE CALLED FOR: HAND DELIVERED: REMARKS: per your ~equest. BENTON ENGINEERING, INC. By R.C. Remer/pk . BENTON ENGIN·EERING, .INC; BENTON ENGINEERING, INC. APPLIED SOIL .MECHANICS -FOUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 PHILIP HENKING BENTON PRESioENT • CIVIL EI'!GINEER April 1, 1974 S. L. & B. Service Corporation 592 Elm Street P.O. Box IIB" 'Carlsbad, California. 92008 Subject: Gentlemen: Project No. 74-3-18F Results of "R" Value Tests Sample Nos. 3 and 4 Carlsbad Tract No. 72-32 Chinquapin Avenue Carlsbad, California , ' TELEPHONE (714) 565.1955 This is to transmit copies of the report of the re~ults of tests to determine the URI! Values of subgrade Sample Nos. 3 and 4 obtained March 25, 1974 from Syme Drive on Carlsbad Tract No. 72-32. The reports of the "R" Value tests performed on Sample Nos. 1 and 2, 'obtained from this tract on March 19, 1974, were delivered to the job site on' March 25, 1974. Respectfully supmitted" BENTON ENGINEERING, INC. By -te~~ R. C • Remer RCR/PHB/pk Distr: (1) Addressee, with 'Enclosures (1) CityofCarisbad Engineering Department Attention: Mr. Russ Morrison with Enclosures • 34G7 KURTZ ST .. P.O. BOX 80905. SAN DIEGO. CA 92138 (714) 2:.1:.1-1 '186 LABORATORY NUI.WER SD29-l041 Jon DATA: Project 1!P4,-3··18F Benton En8ineerlng, 6717 Con'T'))' Court San Diego, Cnliforn --.--.~ ---------._-_._-- Inc, ;1[1. 92111 DATE March 22? 19711- SAMPI...E DATA: SiN 111 ? Syme Drive, Lot: 4., 99 east of west curb. to tbe laboratory on Hurch 19, 0 , OA{{!'AND S.,\NtA CLARA lOS ANGEl..E5 S.'\N DI!:GO opposite Submitted 197L~o -~~ .....=:::--==:::--=--==-~ .~-~====:----.. ...., -.~-, GRADING ANALYSIS SIEVE SIZE 4" 3" 2" 1" %" %" #16 #30 #50 #100 #200 REMARKS: PCRcnn A, PASSING COMPACTOR PRESS. P.s.I. 250 .-------- MOISi @ COMPACTION. ~6 11.1 --. DENSITY. it/Cu. FT. 127.5 R.VAI...UE • STABII...OMETER I 28 -----. EXUD. PRESSURE. P.S.I. l!OO STAB. THICI< • FEET """~ I EXPAtI. PRESS. THICl{.FEET --"'~ T. I. (ASSUMED) == . w 'z ;:J By STAB. @ 300 P.S.!. EXUD. = . l').J -< ~> By EXPANSION PRESSURE :::: , Q' 0: AT EqUll...lBRIUM = SAtID EQUIVALENT ::= -_.----_ .. -- DURABILITY (COARSE) :::: DURABILITY ( FINE) = ----- (lj renton Enginee:inR, Inc. KLS:kh -. -R • VALUE: DAi/\ . o'Er ,"1J 0 'E; 125 75 12.0 1304 125.5 12L9 20 9 ~ .. 310 180 ==-.... -, ~ .. -A .... .' . ,. '19 -.' : .... -~-- 19 ... .<--I , ' . LIQUID LIMIT -:::: iPLASTIC LIMIT - P. I. :::: ____ .L~ .10:1 r::rl\; .;'['VE. r..,ll;::-: 4" 3" • ~ 1 - T' C' l' ~ (')~; 'J Ii'; t' "1:'---inc"; ·'r.., 1 " 'J P::-..... ··t·':r .r.S'" '."'J. ~-fj VV---- lo{'--I • '. _~. "1 I 1 ':1 Pr [.r, t' J(~ /\S n ' =4 ~~- :t30 :.50 ;' :09 '-200 -:=-.--:..::.-~:. -----. --::: -;-:-::::....-. .. _--. ---------- T~~r!s :-'11 ,.I ]~':i 1 (~ " ,I ,;f ,.11I1" t!l.'.~}H.t~ .'~: ,,;:' r \': . . '~ ~ Cj\ttl.\l:<~t! .... ;!r: ,~ "{""~", ,:,i ",'" " ':.' ~i;' v. • .. .., It"" ....... ~i"t.,. ~4. ~ .' ~ ,-~ I.~ t\>~:::.~t~:.,; 2:\~'1 'C~~:~~~) "-.-----=_::-_=:;'''':7::~'':':-'':::::-.::-:;'''''':.1:''::-_:::''';:r;~.::-:;;:~=-::;,-=---:.::::::.-''':::".i:.7" ~.:..;.-~:""~:..:=:......--::=::-::. _-, .-. =-.--... .,.:. _.:~ :--"'::"-... :::::"=--:~,,,;-~": -: , , J' j~Oo ~34 " .. r!.~::,;g·' 1·I.n.:~cl1·'2~~, 197~1' , .' ~ .. '.-.---1-----SA~~::~--;;~~:.\:, SiN:' 1;;-:-.-r:'~.'1~,1-D~':i:~-2:"-·' Cjp:;-S:{;;'~~:~:;; i.ot :U-)s:;-',9Q• 'CDst ci,f \';'0:3:: ~"cuth, S'Ub11\Ht(:~1 to tl1 r: l,h')()J;gtot:y ('Iil n:; r'r;.h 19 ~ ',' (, 7.';0 ~ .' , ' , ~, ::1CO P.£U, E):w> .• ;! . -i 1-----.. --------~..:-:------'-.----:---.------"-:-T----r:---:-;~" -, :.! i ny r-:(i'!.·ISIO~1 PRr.S5URf: _ ,', -f ~,~, '", .' ----'-~~.~-----....--~.-~.---.::--.. ~ ..... ~. ----~---------.--~~.:--:----. ~ ~~<ift!i.HJ;'1HfM ',,, ,I-': '!" ~7ri ._~ ... _:.-: _::::: ,. __ .~ -:-::':"-..:::.:,!tl-:,:"...:..;~:·::"~ .. :=,~.~-i,~:..t~..l..-.ft:.:::":..r~:::;-..;..: ~.:'''';~.;:-''_' . ...... _. ~ . ........ ,. ... ~.~ , i 'l~' ' [.l,r'q F'l"l', t [-:'JT :; " ',.,' j , <:~:,,:; ~= ~ ~~ '::-:'::-~1-f!.~-;~1'~·:~;: ~~::~:~~-~~~ ... ':~~.c~~~ _~-:C~~:'~--?:' D11"U\'!'1 I~'" . . I ~----_. -A __ -__ ';to -----.. ~----~1:-:-----------...... ~~--~ ---._-.... _-- '-'-IT) \, r-'/I'."n,-', "liT -.. __ ~ ___ .. ___ -' t,', =. -....!.----1 t '. ~ , ~. ~ ': l' _. I -------..:...----!i '-.:.,-, ... ---:----' ------:------:-+----:-' ._-', , ';', ·:-'n" 'r-,-I,' '::;:'.' --.. ----., -.--'. := -·:-=:-==:::··:::'-:::':~=--:"===':::"r -. ,-"--==~-~I_~~:_' _~:_ -=-::.: ~ __ ~~~..:::--:---;;-'::.::::=--:':-:::'" .... -.-. -,- ',' " ,t:-( "\' :--' , .;; I"~ , .~-----------'--------_.---------------" -.. -------.. •• TEST~NG' E~~G~NEERSg ~NCORPORATtD 3467 KURTZ ST .• P.O. BO)( 80985. SAN DIEGO. CA 921.38 (714) 222-'1 '185 FORM 113 .IP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD29-1111 File No. 534 DATE March 27, 1974 -------r---------------~~----~~--------------- JOB DATA: PrOject No. 74-3-1SF SAMPLE DATA: sIN 3, Syme Drive, Opposlte Lot 21. Submitted to the laboratory on Narch 25, 1974. Benton Engineering. Inc. 0717 Convoy CO\Irt San Diego, Cali.forni.:1 92111 ~--.--, -_. VAl.LJI!: DI\,'A -------..,--._----_.---------"....-_._- C D E GRADIr..'G Af'~'j\L YSIS SIEVE SIZE -------------- 4" 3" 2" 1" ¥all #4 #8 ::116 #30 #50 #100 #200 REMARKS: Attachment -R Value Curve MOIST @ COMPACTION % 10.1 DENSITY. !I/CU. FT. 127.0 R.VALUC. STABILOMETER EXUD. PRESSURE. P.S.1. 560 STAB THICK. FEET EXPAN. PRESS. THICK.FEET T. I (ASSUMED) = w Z:J 77 ~ ~~ 1---------------------------------------------:!l> 00:: By STAB. @ 300 P.S.1. EXUD. = By EXPANSION PRESSURE = AT EQUILIBRIUM _ 77 =----=--=-=::: =-__ ===._.==.= __ .c================= SAND EQUIVALENT = DURAOI LITY (COARSE) = LIQUID LIMIT = DURABILITY (FINE) = PLASTIC LIMIT = P. I. = (1) Benton Engineering, Inc. TESTING ENGINEERS THC:kh BYT.H.~~~~;~S--2==~==~~ S!.MPLE DESCRIPTION __ . __ Attachment - R Value Curve MOISTURE '[--A--! ---. '1 , _.('RIG. FRAME NUMBr:R ~[C~I~~:C·~~~-·.~~~S·S~:~ .~ 5'1-- WATER ADDeD. ML (TOTAL) DRV GROSS WT, (SAMPLE' MOLD) TARE WI' (MOLD) WET WEIGHT OF BRIQUEl TE·GMS -).> DENS lTV . LB, PER CU. FT FORM14JP DATE RECD, _ ... ____ . ___ _ TESTED Bv _____________ _ .. ___ ._. ___ TOTAL WT, _________ ._ CALCULATED Bv ___ . __________ _ 4" 3" 2" WEIGHT RETAINED 00R As ReD. As USED! %P %P 1 ----1---- SAND CLAY S. E, _ ___ ___ 1112" . ___ I-:~ ~,--t, ~~~-_-_-_-_-+-+---+----II_-A_-_V-G-.-S~_. _E_. _==-=!:::===!:::= 1 --,-,,, -,.' %" ""4 I. ::H #16 1-- #30 BATCH WTS, 1200 G 1" _ 3;" 1.," -'hi" ---------1----.-1-----PAss;:4 <=SO -=~ =t~~~-l~-=-_~~~+------_+-----+_----II=T=O=T=A=L=::::::!;:===:±== 1 _____________ -!... ___ ....L ______ I CUMULATIVE WEIGHT , --------r----- WT. OF SAMPLE ____ % TOTAL-- "50 Jll00 #200 ,---,-+---I -, --.~~ --I~- 1" -3,/,;" ! %"-%" EX PANSION PRESSURE CHART EXUDATION PRESSURE CHART 2,O~~--~----~---------------------.------------------------~ +t::"::' ,I: I ,1 .. : :1:7 -' --.---'--' 1--------.. -., ........ -, '-'-,-' ,-:::.~ .;.... ! : _. i I .: .~ : . o a 2 0.4 o 5 0.8 1 a 1 2 1.4 1.6 1.0 2 , COVER THICKNFSS BY EXP~NSION PRESSlJRE-FE'ET --------1 800 700 600 500 400 300 200 100 100 . -~~~~-~ ~+-~ ::~h; !.-::~+ L:'+:-f7~:~-~:'; 90 -c--i-.. _.~, __ : __ . ,~L __ +-;";';"~'I--L 1-.' _~,' ._ 90 &0 __ I~+. : ___ -+I:_+--+ ~: _+-_--,NI--...:-l~-.. +--.;.-+_---.;..i:---.-+_--.. -'·;..' -_: --'1 80 , ,.. :, :-'1' :1, ,":, '.!' -j-:--.. -+-----r:--'--r-'-~-+---1----.. :-t-- 70 '\ '>\ ... I. : I :::" '\l " ", .. I 70 ~~~-bJ->~ ~,'i::" :.j\. ': k· ,I:::, 60 40 zo 10 a 800 I '::y: .. :::'; .. \, ::::i' 60 1:::: i .. ,: i :! -f-,....-f-~--+j-/l-.-. ,+ =/' ....:..1\;-'1.'-.7, ----i-7, ::'.':: ',I,":": .. ' 'I i ;.: ".: 700 600 500 400 300 200 100 EXUDATION PRESSURE (PSll I, •• TEST~NG IENG~NElERSI ~NCORPORATED 3467 KURTZ ST. P.O. BO)( 80985. SAN DIEGO. CA 92138 (714) 222-1185 FORM 1U JP OAKLAND SANTA CLARA LOS ANGElES SAN DIEGO LAIJORATORY NUMBER Sn2 9 -1112 File No. 53L~ DATE March 27, 1974 JOB DATA: Project No. 7tf-3-18F SAMPLE DATA: SiN 4, Syme Drive~ opposite Lots 7/8 lot line. Submitted to the laboratory on March 25~ 1974. ,?~ , Benton Engineering, Inc. 6717 Convoy Court San Diego, California 92111 ~-----~ .. GRADING ANALYSIS -. A ---8 R VA~E DA"T-A·-D----rrU---E-.-- SIEVE SIZE ------.------~.---~ 4" 3" 2" 1" %" !}'a" #8 #16 #30 #100 PERCCNT As RCVD. PASSING A,:, USeD -----------------------------------1-----------1------ COMPACTOR PflESS P.S I. MOIC,T ",) COMPACTION DFNSITY it/Cu. FT. 01 ,0 350 10.6 350 350 9.7 9.~ _ ________ _ ________________________ -+--=1?8. 3 128.4 128.9 R-VALUC STABILOMCTER EXLJD. PRESSURE P.S l. 230 300 460 -----------------------l--'="'-=---Ii--=''-'''-''c--l-=~~-_+_----__t_--- STAB. THICK FEET --~ ----------------------1-----+-----+------1-----1---- EXPA'~ F'ncss. THICK.FF:E"T 0.06 T. l. (ASSUMED) -- ------------_._-------------------- By STAB. @ 300 P.S.1. EXUD. = 73 By EXPANSION PRESSURE = I AT EQUILIBRIUM --73 SAND EQUIVALENT = ---------:...-;--,"","7"":",: -::. • ..,-========r,========== DUflAEllLiTY (COARSE) _ ----LIQUID LIMIT =. ------------------------- DURABILITY (FINE) = PLASTIC LIMIT = P. t REMARKS: Attachment - R Value Curve (1) Benton Engineering, Inc o THC ~kh (I SAMPLE DESCRIPTION Attachment R Value Curve FRAME NU~IOr:H A E1 C -3>LC.~~H~~~_T_O~l .t':IH~'.bU~l:_' p~, I MOISTURE ORIG DRY WATER ADDED -ML (TOTAL) [_._-_.--.. _----_.--'" ----- ~ MOISl. 'I . COMPACTION· % ~ -.-.--- GROSS WT. (SAMPLE I· MOLD) TAfH. V·.,IT (Mell D) WI.T WI~ICHT (Jf· BllIQII!.llL.GM~. HEIGHT OF BRIQUETTE.INCHEs ~ DENSITY. Ls PER Cu FT I ~S;~~·IL~~~~.~~-~H ~T ~;~~-~_~. TURNS DISPLACEMENT _______________ • ___ 0. __ _ ~ R.VALUE EX~DA;;~:;;:sURE . ~:~~-~:-I ------------------------- -3> EXUDATION PRESSURE· P 5.1. -----1- -3> STAB THICK.FEET ~-----_. -_. ------_. _... ..- EXP~~lo~.::..nEs~~· _____ I-· -3> EXPAN. PRESS THICK. FEET ---_._---------- EX PANSION PRESSURE CHART D E -.--e Date . LAO NO. DATE RECD. tOt.lM \4 JP Mal:'ch ~7 l._L~74._ Sn29-1112 TESTED By __________ _ TOTAL WT., CALCUL.ATED By _ .. _. ___ _ SIEVE 517r' 4" 3" WFiGHT RnAINcn 01lF? As Reo. °0 p I As USED I ~oP , #1 #3 --------2" -----. ~--.-----+-----1'-----------1· :~:~. -[---+.--f-- 3;';" ]/2" %" ;:4 I ::~\G 1 :;30 ------------------ -------_.\ S. E. AVG. 5, E, = . ------:.:: --;::::::.. --=..------ BATCH WTS _ 1200 G ------------- --.---PASS #4 ;:50 ;;100 ------. -._, ------l'---ll----+ ----..---I _;:20~ ____ . __ -'--_ -------1 TOTAL CUMULATIVE WEIGHT -------1-----I 1" -%11 -----.-----I ~:1" -'0/8 " .--.. --._-\ WT. OF SAMPLE _____ % TOTAL--%" <*4 _ ---I' ;~~j---------. -1----+--.{----II'-P-AS-S-;:-4 --1--- ------l~;_~~ _:. __ .___ __ w I-.T. I. (ASSUME~2--::_'_' ;:30 : :J ----. ~..:?.:?. ___ .-_-_=_= _. --1--.---1------11 ~ \_B:: __ EXiJ_ D _._-_-____ _ ---'" 1 00 --------+--+------1-----11 n: 1 By EXPAN., =: I #200" I 1 AT EQUIL. == "-----------,------._-_.-'-,---'----------"-----'----------- EXUDATION PRESSURE CHART 600 700 600 500 400 300 zoo 100 100 70 60 i ':. I . '. i.::. . ': . 1 : .. i .! :':; ,:-..... !.: ... ;...., .. T+:--'.', ' 1-'---1-----"' .::!:: ..... ::: i': ~: :. i'::' OJ ::. I :::1:-' ,:::[ : .... .. F:: 50 3 'I ,<. 60 , !' .. I" .... I' > , I::: :,' I . :::', '> ... ci: 40 40 1-'..;.',-+' -.. -1.....: .. '-+' ;"'-'-1-'::,-,': :;:-1 I;:: _~ :~. _;~_ :" : :' --J~i ... t-:-f --+.-'-7-, +.. -+-:-, , . . ._1--+ .... ", ' ... '.::' .... :~::;:: ::::~. ::::1:;':' 30 .. ... ' ,:.or -:-. ::::,~- -. o. '1 ... " 0' .' '.' "I 20 1 1 :j 1 • . ' i . t I, .. !' '.'.1' .. \',. 10 ·::t~: ~r'':':· ":"'-ri~~: : +-:., Lf·--· :.~-j--.-/L .. :);;~: , ,': " ,'::. .: .. ' ,I':· -1 ,,:.:f-' 0 . 30 .. .. 20 10 o 02 o 4 0,6 o B 1 0 1 2 I 4 1,6 I 6 2 1 a 800 700 600 500 400 300 200 100 COVER THICKNFSS BY FXPANSION PRESSURE-r-E'ET EXUDATION PRESSURE IPSI) • SECURITY TITLE INSURANCE COMPANY GOLD SHIELD SUBDIVISION SERVICE CALIFORNIA PROPERTY BROKERS, LTD 14022 Ramona Blvd., Suite ItE" Baldwin Park, California cr,)..--32.. A'mended Preliminary Subdivision Report Order No. S-50.1185 (This amended report supersedes all previous reports.) For the benefit. of the Subdivider, the Subdivider's Engineer or Surveyor, the County of SAN DIEGO and any City within which the subdivision is located. Tract No. Carlsbad Tract No. 72-32 Date May 21. 1973 A preliminary examination of those public records which, under the recording laws, impart con- structive notice of matters affecting the title to the land covered by the tentative subdjvision map of Carlsbad Tract No. 72-32 B d V I" Tract No. , prepared oy ____ --'-__ r_own __ e_a_n __ o..:::g'-'t;c.:., __ n_c_ • .:;., ___ _ 621 South Santa Fe Ave., Vista, California _______ and received by Security Title Insurance Co. on ____ ,-------- discloses that the parties whose signatures will be necessary, under the provisions of the Subdivision Map Act, on the final subdivision map of said land are as set forth below. This report is furnished as an accommodation, for the sole purpose of preliminary plam:ling and facilitating compliance with requirements necessary for the issuance of a Subdivision Guarantee. It is understood that our liability is solely that expressed in such Guarantee, and that no· liability separate from or other than our liability under said Guarantee is assumed by this report, except that if no Guarantee is issued under this order the amount paid for this report shall be the maximum liability of the company. '. VESTING: SWANSON A. RITTER AND LA VON S. RITTER, husband and wife, as to that portion lying Easterly of the center line of Jackson Street. LEGAL: SEE EXHIBIT "A" ATTACHED EXCEPTIONS: 1. No examination has been made as to taxes or assessments. 2. An easement over said land for poles, wires and incidental purposes, as granted to the San Diego Gas & Electric Company, by deed recorded June 10, 1963 as File No. 100454, Series 4, Book 1963 of Official Records. The route thereof, across said land is more particu1at1y described as follows: Within the Northeasterly 6.0 feet of said Lots 1, 2 and 3 of Block "C". 3. An easement over said land for poles, wires and incidental purposes, as granted to the San Diego Gas & Electric Company, by deed recorded June 10, 1963 as File No. 100453, Series 4, Book 1963, of Official Records. The route thereof across said land is more particularly described as follows: (continued) OS-3ag (G.S.) 1 . ,TYPE:GP~" COMP-iN Il' ' . ~Ul+tJ ' , ' , , -• ~ .... ..,." " DlhrBD ,';3-73 S-59U85 That portion of T~.ct 243 of ThumLand." in the City of Carlsbad. County of San Diesq. State of Californ~, accordins to ~p thereof No. 1681, filed 'n the -offtce of the County Recorder of S.n Die,o County, Dec;e1lber 9, 1915; and tbo.e portion. of Lot. 4, 5, 6 ancI' 7 in -Block "W' and tho.e ,portion. of Lot. I, 2, 3, 4 .nd 5 in Block "C'( of the Re.~bdivlsion of Tracta 238 "atlCl 243 of Thum Landi, in the City of carl.bad,-County o,f San Dieso. State of California, .ccordf.~ to Map thereof No. 2103. filed in the office of the County I.cord.r, of San Dieso CoUnty. April 3, 1928 ;'TOGETHEll WITH tho •• portion.'of Jack.on Street .nd Clevel.nd St~eet a. vacat.d and c1q.ed to public uae by Re,olut~on of the San Di.,o County Board of Superyieora, '_ld ite.o1ution beins recorded Aup.t 6, 1940 in Book 1063, Pase 51 of Official Record., de.cribed aa • Whole .a fOllowa: Coalencina at the interaectlon of the center line of Highland Drive with the , c.nter line of Chinquapin Av.nu.· ••• hown on .aid Map No. 1681; thence alons the center line of aaid Chinquapin Avenue, South 16-20'50" Weat, (Record - South 16°21'00" We.t) 336.14 f •• t to the TRUE POINT or BEGINNING; thence ' South 34-36'34" Eaat, (Record -South 34·36~24" aa.t) 378.18 feet to the North.e.terly line of BeUa Vi.ta"accordins to Map thereof No. 2152, filed in the offic. of the County R.corder of S.n-Dieso Count,; th.nce alons aaid Northwe.t.rly line South 26-11'50" We.t, (R..cord -South 26-11'00" We.t) 477.58 feet to the moat Ba.t.rly corner of Cape Alre Eltatea, accordlnJ to ~p thereof No. 6026, flied ln the offlce of the, County Recorder of San ,1)1eso County; thence alons the boundary of aaid ~p No. 6026 aa followl: North 28-40'10" Weet, (Record -North 28-39'49" welt) 165.44 feet to a corner' therein; and South 61-18'50" We.t, (Record -South 61°21'00" W.lt) 154.82 f.et to the molt Eal~.rly ,corner of BarbOI' Vie.. aocordiDS to Map ~hereo( No. 4978. filed in the office of the County aecorder of San Die,o County,', thence along the North.a.terly line, of .aid Map No. 4978 and the NQrthw~ •. t;.- erly prolongatioD thereof, North, 28'-42' 30" We.t. 485.85 fe.t (Record - NOrth 28-39'49" We.t, 485.62 'f.et) to the center 11ne of laid Chinquapin Aveuue; thence .tons .. id center 11ne North 16-20'50" East, 507.68 teet to the TRUE POIN'r or BEGINNING. S-501185 Page 2 •• Item 3 continued Within the Southwesterly 6.0 feet of that portion of said land lying within Tract 243 of Thum Lands according to Map No. 1681. 4. A deed of trust dated August 15, 1963 to secure an indebtedness of $20,000.00 and any other amounts payable under the terms thereof, recorded August 21, 1963 as File No. 148458. Trustor: Trustee: Beneficiary.: Map No. 1681. SWANSON A. RITTER and LA VON SYME RITTER, husband and wife, TITLE INSURANCE & TRUST COMPANY, JOHN HANCOCK MUTUAL LIFE INSURANCE COMPANY, a Massachusetts corporation. Affects that portion lying within Tract 243 of Thum Lands, according to 5. An easement for wires, guys, crossarms and purposes incidental thereto as conveyed to the San Diego Gas and Electric Company, by deed recorded April 12, 1965 as File No. 64221 Series 6, Book 1965 of Official Records, over the Northeasterly 6.00 feet of the Northwesterly 220.00 feet of that portion of said land lying within Tract 243 of Thum Lands according to Map No. 1681. NOTE: OWNERS: PARTIES NECESSARY TO SIGN MAP: S. L & B SERVICE CORPORATION, a California corporation; SWANSON A. RITTER AND LA VON S. RITTER, husband and wife. EASEMENT HOLDER: SAN DIEGO GAS AND ELECTRIC COMPANY, holders of easements granted in deeds recorded June 10, 1963 as File No. 100453 and 100454, Series 4, Book 1963 of Official records, and April 12, 1965 as File No. 64221, Series 6, Book 1965 Qf Official Records. GOLD SHIELD SUBDIVISION SERVICE This report is issued preliminary to the recordation of documents conveying or encumbering the land above described and the issuance of a policy or policies of title insurance thereon. Our liability is solely that expressed fu such policy or policies. No separate liability is assumed by this report except that if no policy is issued under this order, the amount paid for this report shall be the maximum liability of the company. The CLTA Standard Coverage Form policy or policies, issuance of which is contemplated by this report, will not insure against loss or damage by reason of, and this report does not cover, the following matters: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. . 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct sur- vey would disclose. 5. Unpatented mining claims, reservations or exceptions in patents or in Acts authorizing the issuance thereof, water rights, claims or title to water. 6. Defects, liens or encumbrances which would be ineffective as against a bona fide purchaser or encumbrancer for value. 7. Any law, ordinance or governmental regulation (including but not limited to building and zoning ordinances) restricting, regulating or prohibiting the occupancy, use or enjoyment of the land, or the character, dimensions or location of any improvement now or hereafter erected on said land, or prohibiting a reduction in the dimensions, area or separation in ownership, of any lot or parcel of land. The term "public records;' as used herein, means those records which impart constructive notice of matters relating to the title to said land. . ., 'fI~Yml1~' s~~ By __________ =-~~~------------- Title Officer OS·312·B (G.S.)