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CT 72-02; ALTA MIRA UNIT 1 PACIFIC SCENE; FIELD DENSITY TESTS; 1973-08-03
• SOIL ANll MATEUIAL T.ESTINO LABORA1.'ORY OF' NORTH COUNTY, INC. 3 August 1973 Pacific Scene, Inc. 2032 Garnet Avenue San Diego, California 92109 Attention: Mr. Russ Richards 423 HALE AVE. -ESCONDIDO, CALIF'. 92025 ESCONDIDO -746-2333 . Re: Job·No. 71-105 Dear Mr. Richards: Carlsbad Tract 72.2, Unit 2 Altamira Carlsbad, California At the request of Mr. Morrison we have performed three (3) field density tests in the trench backfill within the referenced project, Carlsbad, California. The field dBnsity tests were done in accordance with A.S.T.M. 0-1556, the Sand Cone method. The laboratory compaction tests used to determine the maximum dry density and optimum moisture content of the backfill material was previousl·y performed during grading. These tests were performed in accordance with A.S.T.M. D-1557-64T (method A). The test locations and elevations were designated by Mr. Morrison. A summary of the test results' is presented on the following page. Respectfully submitted, SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INCo CLAUDE B. PARKER . Registered Civil Engineer #18,987 Certified Engineering Geologist #922 pe Distribution: 2 Addressee 2 City of Carlsbad /.," • ~ j" LABORATORY COMPACTION TEST RESULTS Soil Description Maximum Optimum Dry Moisture Density Content (pef) (%) Red Brown fine to Medium Sand 129.7 9.7 Brown Silty Sand 127.0 8.4 fIELD DENSITY TEST RESULTS Date Test Location Ht. of field field Maximum Relative of No. of Test fill Moisture· Dry Dry Compaction Test Tested Content Density Density (%) 1973 (feet} (22} (ecf } (ecfl 7-12 1 Camino Del 5.B.-1.0 5.8 115.1 127.0 90.6 Prado Opp. Lot 306 Sewer Lateral 2 Camino Azul 5.B.-1.0 5.3 114.9 127.0 90.5 Opp. Lot 274 Water Lateral 3 Caminito S.B.-1.0 5.8 107.7 129.7 83.0 Verde Opp. Lot 242 Water Lateral SOII~ ANn MATI~RIAI~ 'J'I'~S'J'ING I~AnORATORY OF" NORTH COUNTY, INC. 2 r' • . ' Sou. AN)) MATEIUAI. '1'1'~S1'ING LABORATORY "OF NORTH COUNTY, INC. 3 August 1973 Pacific Scene, Inc. 2032 Garnet Avenue San Diego, California 92109 Attention: Mr. Russ Richards 423 HALE AVE. -ESCONDIDO, CALIF'. 92025 ESCONDIDO -746·2333 Re: Job No. 71-105 Dear Mr. Richards: Carlsbad Tract 72.2, Unit 2 Altamira Carlsbad, California At the request of Mr. Morrison we have performed ten (10) field density tests in the subbase material within the referenced project, Carlsbad, California. The field density tests were done in accordance with A.S.T.M. 0-1556, the Sand Cone method. The laboratory compaction tests used to determine the maximum: dry density and optimum moisture content of the fill material was previously performed during grading. These tests were performed in accordance with A.S.T.M. D-1557-64T (method A). The test locations and elevations were desig~ated by Mr. Morrison. The field density tests were taken at subbase finish grade elevation. A summary of the test results is presented on the following pages. Respectfully submitted, SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. CLAUDE B. PARKER Registered Civil Engineer #18,987 Certified Engineering GeOlogist #922 pe Distribution: 2 Addressee 2 City of Carlsbad I · . LABORATORY COMPACTION TEST RESULTS Soil Description Maximum Optimum Dry Moisture Density Content (pcf) (%) Red Brown Fine to Medium Sand 129.7 9.7 Brown Silty Sand 127.0 8.4 Brown Silty Sand 133.9 8.2 Brown Silty Fine Sand 124.5 11.5 Light Brown Fine to Medium Sandy Clay 124.0 I 10.5 I ~I I SOIL AND MATEIUAL '!'ES .... 'ING LABORATOUY I 0,. NORTH COUNTY. INO. 2 . J ., -' -• ,/p. "~ fIELD DENSITY TEST RESULTS SUBBASE TESTS Date Test Location field field Maximum Relative of No. of Test Moisture Dry Dry Compaction Test Content Density Density (%) 1973 (%) (pcf) (pcf) 7-12 1 Caminito Verde 8.1 116.0 124.5 93.2 Opp. Lot 219 2 Caminito Azul 9.3 117.1 124.5 94.1 Opp. Lot 288 3 Caminito Rosa 5.8 123.3 133.9 92.1 Opp. Lot 267 4 Camino Del Prado 4.7 123.8 127.0 97.5 Opp. Lot 293 5 Camino Del Prado 6.4 123.2 133.9 92.0 Opp. Lot 272 7-14 6 Camino De Las 4.7 117.5 129.7 90.6 Ondas Sta. 6+20 7 Camino De Las 8. 1 127.3 133.9 95.1 Ondas Sta. 8+90 8 Camino De las 4.7 124.8 129.7" 96.3 Ondas Sta. 1+60 9 Camino Del 8.1 117.8 124.0 95.0 Prado Opp. Lot 320 10 Camano Del 7.5 117.9 127.0 92.9 Prado Opp. Lot 331 SOIL AND MATERIAL TESTING LABORATORY af" NaRTH CaUNTY, INC. 3 ~ ~ , '" "", ::':;<,So -~.~.,).. ,... .. '" ... ~ .......... -~ .'--. -, :l'.' ,.' ~ ',-' ~. > .... __ .~, .. _ ...... ~.,-._;::,::i~ :.;'~ .... ,:.~ I , ... ~ :>~~):/:\~. ,'. : ~ " -'-"_ 'f ' :"', .-.... '.' . 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" '" ~~ fot olher volve, of n. mulhply V or O. Oblolnf'd fl Ih" chor' by fOCfOl ~hown below: om " " ~~ OF KUTTER'S FORMULA Where' n = 0.011, Multiply by t.18 " k-"0' FOR VITRIFIED CLAY PIPE ,. . = 0 012. .. .. 1.08 """ --K I": *R~ .. .. = 0.013, ., ., 1 00 .. .. =0.015, .. " 081 __ k-"'" " k-po<: ?,s K FLOWING FUll ... n = .013 " ' .. f:' b. --:: f',. --" p..(.? f'-,-K «-I-i.><: '-.(~ r-... "-i'-"-~ l--" :::;.,>", ~ " Do. '3b" I--i'<:: I 1'.: I " 0 --'" ~~ = "-'J I" --1'--SJ '" -" l-I--_I-'" " '3~ l-rs '-..... p~ I" ~ -l-f:::,., I--l.--vf'.. ~ I". 1.7" I-J...---~ 1". l-t"-.. '- Do.-~ .>: ~ '-"- -I--I--I--cr p r-... --l-I-->-" 1.~ b.---;' ""-k I" ,s~ oS 'fo... "---::,.. ~ l-e-r-.... --"I, ~ "" "-':;: f.---i" .--I-\5" .. t..... i"--. '" -I-...... L--I-I--Fr , " I--i> I-~ ~'\-l-p~ J. I---..... '" J-.~ P. l- I---I-I>t~-I-1;W~ 1-'::-~ I--I--p;; i'. . I"-J...---I--~l). tI-~1~\l..9!?r-< ~ ~ I-f".~t-Ol/>' \0" K i"" 1-<, I---I-I-~"'''''''''}' I-l-~ b . I-l.-k k ,1 __ -_ ...... 1--1--1--~ I" ~ .... .f' 1--1-1--I---L--I i ~ 5 V. P.r~cl . Sr, t'--. t..... , O'\-b . I-;" -!--" I -l-f'... ('.... L--- -f--l- I k-/ ["-//' l- I'-. -I--rr \. . • -P ~ --l--l-I ' . I , ;g ~ <; ~ 00 .,. N ~ ... ., o co. ... >0-'0 " '" .,. ., N ~ ... .. 0 f'ro .. ..0 CD C) ., ~ ~ C'.I '" r-. ('If, "'eo" ~ ~ ~ :;; :;; :;; :;; ., " " ~g~~~~ :;; :;; " -q <; '0 -too '" '" '" C'\o '"'I " "!. "!. ~ ~ qOQO()OO ., ~ FALL IN FEET PER FOOT OF TRENCH For information see page13 300 250 175 150 125 100 90 80 70 60 50 '0 30 0 u; 20 <> :t 18 > 16 ~ 14 12 Z 10 <> 9 != • ;!l 7 ill • .. ~. • 0 z 0 10 09 0,' 07 06 05 O. 03 ." ... ........... ----,.-.... ~ ......... ~-" ... ~-.-.. .. .". ... -' -':: .. ,-----,.-.---..... . I 'f·I...--........ --~--~ -........ -:\t ..... --.-~ ......... ~-.... ,~ , ., ./. ~J r~·1 I' ~~ I. ~, ": .. ~ ~ P. O. BOX 218 CARLSBAD, CALIFORNIA 92008 714 757-2010 PLANT LOCATED 3.1 MILES EAsT OF HIGHWAY 101 (FREEWAY). City of Carlsbad Engineering Bepartment 1200 Elm Avenue . Carlsbad, California 92008 Attn: Mr. Hunter Cook Dear Sir: SOUTH SIDE OF HIGHWAY 78 (VISTA WAY) -CARLSBAD October 30, 1972 c r-p--O'J.,Q \ We wish to submit the attached test results for Class 3 aggregate base. Tests were run by the testing laborit of Bouglas Oil Company_ -. ~ CARLSBAD PLANT 757-2010 OCEANSIDE RES. 729-5453 SOUTH COAST ASPHALT PRODUCTS, INC. P. O. BOX 218 • CARLSBAD, CALIF. Asphaltic Mixtures. Mineral Aggregates. RIp Rap THOS. L. STREUTER PRESIDENT PLANT LOCATION SOUTH SIDE HWY. 78, VISTA WAY 3.1 MILES EAST OF HWY. #S FREEWAY ~'. . .' , .J :' ~', -'.' •• .1 • U·' DOUGLRS, ."llt11 lIJ [L OIL COMPANY OF CALIFORNIA , -I, /':'-'-'. SAMPLE: ' SOUTH COAST ASPHALT PRODUCTS COMPANY Test Results For Class III Base '" ". , , , " ';. ,~ , .: '.-:. -,..., > ~: " " ,', 'I..;, '" ~', : , , "'-,' ,'.' :,'-",l' ,', .. : ~.', , ~', ' .. _~t; I i, ,,/t' ... ~~~h~ ... ,,,, ~ \. '. ,I: .:." ;'f . . r,_ .', " . "~. Sieve Siz~ Weight Passing 3/8 100% 1/4 87% 30 32% 200 9% ,R Value 81 s. E. 42 Durability Index 38 :William G. Darnell MAR~ETERS REFINERS ' ,DOUqV.S, OIL WILDING P.O. BOX 60205. TERMINAL ANNEl( ., ,.-,: f")'-;:' ''''''.--:.' : ",' "', ," ' .. -.. ' \,; . "t:.' " '.' ,-;' ;"\" f:. " ';'. '\' , -,', , " ," .... ,- }', ~ '~-.,. .,> ~ .. ~y; ........ ' :. ".- ,;';" " . ".,' " !,.,r. ..... , . .,', -, ~. 't-.- -. ~. ' ; l' ,-:~ ,,' ~ ""':: .. ,', " , '~ ." . . ~'-' ;-,' :' " !·t".~': :, ~~~~.~~; ~ '; ,~, " , . ~ , r I ~ '~. 1",'-, ,1",1" \' : ":l'~'·<:\~::':' ::: .,," : '.' ~ .". . , , , ~.: ~ ... , \ e"'·' , ,'", ~; j~' tJ -/ ~~ 1.;1,,:-; . ~ . '~ .. .w·, .. .., •. '\:" >'> ; DOUGLRS • J NT M.. 11 OIL COMPANY OF CALlf9RNIA SAMPLE:' SOUTH COAST ASPHALT PRODUCTS COMPANY -\ , Test Results For Class III Base Sieve Size Weight % Passing .. <I, . -, ~ , ,r =:. ... ~ , 3/8 100% ~ .'-1/4 87% 30 32% , ~' ." 200 9% n,~ • ,~, " R Value 81 .. , . , , . '" s. E. 42 , .. Durability Index 38 ~ I I ~ " '.'., ~ '.' . " ' MARKETERS REFINERS P,O. BOX 60205, TERMINAL ANNEX LOS ANGELES, CAtlfO~NIA 90060 • TELEPHONE: 625-7541 -.-"",_.' "j ~ • -';" oJ ~;-, : ~. ,~ '.' '.!", .... : ';:J ,: , ~, - ''; - \',' ,I' ; t,' \;i I,' I ' , .. .. '~; ~' . ~ ',' ',-;: -it I JI~j',',>'~~ " ", , 1 < " :,' " .,' ': " . ~.:. ~!Y~i;~'> ,""" • .~ " . ./ .. t'lt~Jnt8IIIi ..... OOUGLRS. WJ ill. iP ~ 'i p t i f .. _ ~ ;eMf( OIL COMPANY OF CALIFORNIA SAHPLE: SOUTH COAST ASPHALT PRODUCTS COMPANY d' ,':' Test' Results For Class III Base ',: 'r l ::'~' J '\ :' " ,; ~. ~ '-- ", ' . . ' " , , ( " , ,-,' l' . " I"~ ',,:; , ,".,':,. i " Sieve Size Weight % Passing 3/8 100% ... 41=4 87% 30 32% 200 9% R Value 81 S. E • 42 Durability Index 38 . MARKETERS • REfINERS ,',.; :;, ',MAIN OffICE, DOUGlAS OIL lIUILOING • P.O. BOX 60205, TERMINAL ANNEX • lOS ANGElES, CALIFORNIA 90060 • TELEPHONE: 625-7541 . ~. , ;~!. ,\' , . , .. _\,' 1\ .~' r>I':; .. r ',1>. _,"'~" t , t -.-.j . j i \ I : I , I PROJF.CT SUBJECT . _Q''7'/ .. O'L:.:_~!' /21.::.5 .8/1 '('>{'!i!.J£ /(; ~_C~~#J __ _ DATE ...... ' -"" .. ~ __ ---,=.:Sc==-=C...:c.A-,-,,~~ !...._~ _" =.!.J_t--.:O=-.-N_______ __,,_ ___ BV (f; " I!.. 4:":' " _ 2'l. &~_~7 l.. . ne... " -....~. ~,,, b C { 12-0'2..-0 ( . ~ /!f) ~ ~~ . N) t~ t> b 1), (} , i , \.~ , " ~~ " t> , l'" t·, •• t .5 ~ . I I> b h-/I~ • 1) . , , " I Il I> '{) 2 ' /1 -0 ., ." ~ n , ,,,I: ~ , . , f) IJ . C:~' b 'p I I tJ' lJ. b . "\ \ . '-9 I, , " I'::! . 1) t;J. t\ ,~ (.) 1;12 " .-~ · .. eli'< of Cl\RLS61\D E.lIgllIeefinl~ oepartment ee " '. ,., '. •• , ' , PROJECT '&A ~ J, PI101'l,CT' , r "" ,} . l.-; _: Fill: ~~~<?J(~ <C<?~P~Tlf1~'lP~~};Rffiq~t fh~.e >~' Ct;l,i~ if; </" 41 qq : k/A'c;'(/' ~ • ,-Jo ..... __ • _,_~, ' ... ~ " ; I ' I' "''';' , ',', ~.'~:f-~, q(¢,LJJ.~~ 41 '1 "::::$~i4 ,.,:1; : : :J.':' ~: I; L P I> "/J' ,;" I .1-" .. \ ~ '-: 1.:. 't ' I" ,- " l' / $ l >~ 'I ... ' , ,,1 Jj , 1 -, .. ,,,)If I ';; ~ "! ~ '. ,b -_~" ._~"~ . .,1 .. , , " -\- >7" I_L \/.)' , ,1' h' ' , CfI'JO ,l:;7C. ;' , r.:y(j () n 7!' C J ':' '!, ' " , i l T .,. ___ (" _ ~_ ~._, -v 1 ' 1 /" , -, -~ {" - ,; , , '\ , i, 1 (J , , I ,. " ,a' li.. " ,. ' i -,'\ :'\ :,~ 'I,' '" i" , ", ',-/>' '. " ,' ___ .. t 4 I, .~ ......... q .. !. -:"i.o_ .. ~ ____ '...,-_ ;~,' ;.,.,_: , .-<- , I , ," '. i I I \ I ;. I'· ! ... \ :; " .... -~-..... ------------------------ ____ ---.~,~_~.\~-.-_-~-.-, }:a ~~ __ ~_~._~_. __ ~.-,}. \_~..::~'l;..~ . ..:.:~ .... ~.~~--~~' .... -~'~ --. -.... --~ ..... -, ~~ ,.\\ '~1 ~ .... ".. t,. \ ; , I''''''i . ..,...~ . .".~_~.-.''':',,'''-,-~ ...... ---....... --.,. • ..,:. . .....;...,..:..~-.--.-. .:.:: -~'.~ .. __ -. __ ,._~~_.._-_:: \ ...... "':,\\ ....... ~" '-.. , i J .1 i , . , " , .\ ./ 'J . I· "\ I ~,; 1 ",' ~" .~ .j I L 1 I I l' ;-. i r.--. .(.... .• '.' ' •. JOB: ADDRESS: YEAR: LAB. NO C27 3212 3213 3214 3215 • ~ - . '2' I i I ~tc. --.. :-, , i2.··-· . TESTING ENGINEERS, INCO~PORATED 3467 KURTZ STREET SAN DIEGO. CALIFORNIA 92110 (714) 222-11815 SUMMARY OF COMPRESSION TEST RESULTS , OAKLAND SANTA CLARA. -; LOS ANGELES . . SANDIEGCrt"r PAG'" One Trip 10 x 5 box MIX No. PR-Sl SPEC. 28.DAY STR---,3~' 0",-0",-' O",-_P;;I Lowder Lane 1972 DATE CAST MO. DA. 7/27 7/18 LOCATION IN STRUCTURE No. center wall 20' W. 1 - 2 - 3 So. floor, 30' west of end. ill. .1 r , , east f TYPE II CEMENT ______ SCY SPEC. SLUMP ___ IN. Pozzo1ith 300 ADMIX. ______________ AGG. SIZE __ -,IN .. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. -S' . '. ~ j •• ~; ~ 7·DAY 2620 L~3S0 28·DAY 3220 OTHER TEST AGE 60-day RESULTS Dis~. MAIL DATE AND INiTIALS 8./ 4172 8/18/72' "i':) ( f! ) ~ p ; I'. if\:'J , 7/18 7/18 7/18 Mid floor, east end. t i! in. Center floor, mid of box. iF3. Center floor 2S' east of west end. #4. •• t 1 ": 3~ :" q ,J ~: ' 4320 8/2S/72 ., 3 3220 3 3890 ~ Pacific Scene City of Carlsbad (2) Pre-Mixed Concrete Company TESTING ENGINEERS. INC. JDB:sm James D. Bement REi/: 160.99 • • .;../( ,:1'''-<' Iil' .", " .. ,... ~~~ • ': t ~C' RECEIVED AUG 2 8 1972. CJL~ OF CARLSBAD Engineering Departm()}nt FILE No' JOB: ADDRESS' YEAR: LAB. 1\10. C27 '3420 ' .3'212 '3213 3214 3215 • ,:::~! P ~~. TESTING ENGINEERS, INCORPORATED . 3467 KURTZ STREET SAN DIEGO. CALIFORNIA 92110 (714) 222-1185 1378-1 SUMMARY OF COMPRESSION TEST RESULTS , l FORM 16. JI" , . ' OAKLAND. '.. ~' SANTA CLARA:: ,'. • , LOS ANGE(E~"{~< SAN DIEGO .", : PAGI" One Trip Hi x 5 box MIX No. PR-51 SPEC. 28-DAY STR 3000 PSI Lowder .1972' DATE CAST MO. DA, 7/27 7/18 7/18 7/18 7/18 ~ Lane C-r 7 z ... o 2--0 ( LOCATION IN STRUCTURE No. center wall 20 I W. 1 - 2 - 3 So. floor, 30' west of east end. 4/:1. Mid floor, east end. 1/:2. Center floor, mid of box. 4/:3. Center floor 25' east of west end. 1/:4. . TYPE II CEMENT ______ SC:Y SPEC, SLUMP _____ ' IN. ADMIX Pozzo1ith 300 ______________ AGG. SIZt:...E _~-,IN. ULTIMATE COMPRESSIVE STRENGTH, PSI MAIL DATE AND INITIALS, SLUMP. IN. 3 3 3 3 2620 4350 -'\ 4320 3220 3890 I) .I OTHER 28·DAY TEST RESULTS AGE 8/4/72 8/18/72 (1~ Pacific ·Scene (~) City of Carlsbad (2.) Pre-Mixed Concrete Company JDB:sm D. Bement REi/: 1609'9' , I TESTING ENGINEERS, INCORPORATED 3467 KURTZ STREET SAN DIEGO. CALIFORNIA 92110 (714) 222-1185 REPORT OF COMPRESSION TESTS ~ . : FORM.... JP-/2~ _' ~KLAND SANTA CLARA LOS ANGELES SAN DIEGO File No. 1378-2 DATE August 15, 1972 JOB: Alta'Mira AOORltSS: OWNER: ARCHITECT: ENGINI!:ER: CONTRACTOR: HcGrath 1..ADORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE BRAND OF CEMENT USED ,BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND SOURCE OF ROCK C27-3696 1 S. W. Deck Riverside Pozz. 300 Carlsbad Carlsbad PR-5l 2 MIX PROPORTIO'NS OR NUMBER SUPPLIER ~ CONC~ETE) • TRUCK No. & TICKET No. • PreMixed Concrete Company Ticket 4180866 SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SPECIMENS. MAOE By DATE MADE DATE RECEIVED DATE TESTED AREA. SQUARE INCHES ULTIMATE LOAD. LBS. · . . · · · · · · .,. . ... · · · · · · CRUSHING STRENGTH LiIS. PER, SQ. IN. 'AGE TESTED. D ... YC • • • UNIT WEIGHT. LBS. "ER, CU. !"T. S .. ECIFIED STRENGTH R£ .. ORTEO To: 2~" 750 Morrison August 8,' 1972 Aug. 10, 1972 Aug. 15, 1972 28.27 90000 ~l§.!l , 7 CLIENT (1), (4) (2) Pacific Scene City of Carlsbad PreMixed 'Concrete Company JDB:pb 3000 ~ REG. WT. CONCRETE o LIGHT WT. CONCRETE o GUNITE 3 I TESTING ENGINEERS. INC. o CORES P MORTAR o GROUT : . • .. • '\91? ., .\"\.3.\ '~,' 1 -',. ~ -, ..... , ~ :. ' -~;:J .•. ', .....•.... :;::::~:' ··.,):)i;t~a..'?~e·. . •. SAL~·t~·· •. E~G·ifiE~~I~~.·.d"6RPBRATION········ ,'. ;.\ ". '()RAN~~:t.,~~Nt~;¢~,~i·¢:E:::::.: ", ,',:: ,.,~'::.', ": ,~,··,S'A-N:: .. olE~,6.c():ON~Y O;~IC~:"::: :: . . 1,o4~~t:;s;r,CQ~~IN'~:A~{~N.q~~' .... ;":',:.: .. ,2!s~f·s;.rATif~tRE~T.~·Su'I,TE'·;O~. ",.,~ :'. :. ORA~~i:; •. :¢ALif9,RN.A:'~~$61·::, ," '-:', .;. C~~L$B.AQ~'O~4.1F9~r\hA:9~OOS. :. ,.' . , : etI4f6.~~·7,~61 ; ~:. ',.::'. . ... ~...:.. .,' '. , ;':,< . ~,:.';.:};!{1~~ :~9;03.~g;~(,';· :: , ' :::.:,' . ':.. , :.-.' ": :: ". ':."'. "." •.•. ". .' ":' :,-c.·, ' .. ,,:'~; . 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Mira" '.,.; It.' '. .i! ,-:.:= ~·o ii. 7.14 MGD : .'., T';' . ,:.' ~ ... , ....• -': . ",:.': ~.~ ,'., -.': >""~>,,~-'~' " •. -;-~ "'. ",,-,',"" ',~. ~ .. , "" .:".' ",.~ .. ,,' '., ...... ~ -,' :< " ~ . ;' ',-'; :.. .".,' 'f':. ' . ' . .' ,. ., '"' ' :: .... ,:, '.:' ~!. '. '" '.. '. ,.. " "".. :·~;'~~~bi~~~:.::R~~1<;.;::~:I.?W2:·. f:.:·:~?~.··:M~b<., ,:'.;:::.:':'.'::'~,' :".,':. ". :>':,._:·.r:. ':'.' \' .. "'" . -#Re:fer to' tab{fta.t'ibh, :d;i:. a$.s.lgti~: .. flQ;Wf?' '~t,ta:cJi;e,d. ?t;s i par:\::. o;f· ... :ar.f.:: > '.' :. '. .. 'j,nvE1stigatiol1, for: ,c6tnbiri'~d:}3:·eY'·er.' :0'0: J?Ontb. S~w~'~ -:Ly,la.iiJ;',. : .:>' '.~ <', .'.,'-" '. . ,~ .... :' i; r" .' • .,;' ' .. ~. f .~:,,,~',~, '<", ·.:f:~~~' .~' ._ ,.~. . .. ,~ j, \'_' • ":: ' ... , ."'.~:~". ,"-" . ~ -.. "" .""~.~"~ , ~. -' '" . .. -\.'~. -;.., .; • ~ ,-:. '~.~ ;,_. < I" ' :. • . . ~ " . ~ .. ,,,.: ... ::':, ~.:~ , '.,::: . ," ',',' .. ". '. -~. ' .." " -,' ',:." . , ~. ~, " , ,.,' ,'. ." --. .. .,;, , '-~' ~ ~ , , .' / '. . . ~' ..... ' ," " . :'.., ,.~-~. "', .. ~ : ~ . '. ... .. ... ,. ~-"".",-:--'-'---"'-"",---=.-" .. -~:~'-""'-,',,-,. ".0.." _',,-: -'--=-:.;:......;... __ ."" ... ....;..: ........................... . -" .. " .. ' ., "J' , .'~ , , " . , \ • t ~'''' '. • •• ,.' ' .. . - '. ' ·Mr.Hunter T. Cook .... 2-. . ;to' Ap;ril 1972 . The current improvement plans .fbr~:lta Mif:a unit #1' , indicate:. 562 L.F. of 12ft li'ne' @:,,().3, to' 0'.4% and'6.94 .L~F. " ...... . of81t line @ 3+% in Lowder Lane", 1331 L.,F.~. 'Q;f lOY l,;i.rt~':@ .. 0.4% in unit #1 and· nothing for' Uni t #2., We: propo$e ",to , revise the design as foL!.ows:~§6~·:~.F. 0:f,1.5 it l.:t.i:l&"~"O: .. ~ r :, ". to 0.4% and 694 L: F. of' l~nE! @ 3+%' ill ~bwde7' taR~ i· . _ ~" 4-45 L.F. of l5,r l1.ne @ Q"IIIfC:.580 L.F. of 12ft l1.·ne @ ,0.. G~ . and 34'0 L. F. of 12 It line @ "0 ~ 5'0% in Uriit'#;L.;· ·l4 7,6.L .,F;. . of ' 12 It ~ ine @ 0.50% in unit #2. This d'~S ign ,,·inE?et,~· '.exc ,e design flow r .'): :bot.h dev~lopment wi.th ;pip~s'f10 . at peak 'flow cOR9.itions.. " . ' " .' . . We request written approval of ·the p.rop6sed design. pr'i(;>:r .. to, final negotiations and prepC),rati6n o'fagreetnents ·l?~t.wee:p.. " the developers for oversizing .of t;h~ Alt'a ~iJ?a::' se}'ler·s.·. ", , ,:,' ' .. . ' : .', ~V:ery tru'1y' ydU:+."§.,.,: . . . , SA.LK,IN ENGINEE~!~G 'CO~l;'0~Tt6N' " '! " , -' "".(." ,', '.;, . '-\ "",.' ~j~~,i? ~~/q. ~~,~ Richard. E. 0 I Rear' ,: prQJe'ctE:n~in~:er , -.' " t· ,:' " .. " ' .. ".' R· Pi0'E':·'1r\trV:fi··· ' . " 1CMu " . .11: 'if ~ ill ";"'.' .' . -", .,- CITY Of' CARL-SBAD '. Engineerlog Dsp~rtment', 'L _ ' : : ~ - ", :.' , . ~. "' _:', -:~ :; ... ' ... I. - ,.-.,: , .: , ,; -'" . • ,.j • --,~ , -'" ' , " " , , ' , ~ , , ' .' 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' FORM 366 OAweD nICK ENGINEERING COMPANY I ~\;'~~,,~~L':~~~~~rtm 3557 KENYON STREET -SAN D1EG9 CALIFORNIA 92~1·O • Date <:.-G:.. !"\ £>, 'l.C.b 'l-z.... Job No '379>:( Page No /,r ----~~~======.==~,--~--------------------.--~~=~=====-==~ 'f'. -~ S.~<: 1;:'..... t:;).G C.r~ ----+------=-.:~=--=..... .. '>~--=--=-~.--------------.:..---------------~ r. e'--(' \ C;:,A' n 'I' ")',/7../ . Q •. 2'4--:" S.",] ~ ~!SB.X __ _=-Zll-"":!:'f. 0.£ '8 '::2;( ~~~ ________ I I i<.l __ -+ ___ -=-______________ ~I ',:: IS . ~ -, 'F; "'?:S'. ~ ____ ~---~\~~~~(~~U~\~~~~~----~~------~------------------I -----4------------------------------~~-~~--'-~-~~~~~~~~~------~----------------I . _t-..,J...) s;;:-: ~ , ,-,-4 >' '\"'"! ~: .,.'" -D.,.. '" ~ 8 L . 'IX ~~_hS_~\=~1~L~~~()\?i;,~~ __ . __________ -----'. .. f _-==:::\ lUCK. ENGINEERING COMPANY I ~\t~~'n~lc~~~~~TtNl ~"FORM 366 OAweo 5620 FRIARS ROAD SAN DI.EG9 CALIFO.RNrA 92110