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Home My WebLink About2712 LA GRAN VIA; ; 76-189; Permit0 BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 p 2 I,-hone 7 9-1181 Perm it No .. ··:' , ·/ Applicant to complete numbered spaces only. / JOB AOOR £$5 ASSESSOR'( ,.,_-! JI A ~p)J; ,f,, I/IA-PARCEL NUMBER LOT NO. I OLK I TA ACT-->!" BvvK PAGE I PAR, LtGAL I 29cJ> ~ 9 scE ATTACH[O SME[TI l ocsc•. ·.9, OWNEP MAIL AO0111C55 .. p PHONE 2 ._,. G<.;::--> v :..,~ '7/y/'f' / /'._~~· L ::.,,µ. --,_, ) CONTIIU,CTOR +~o/'~f MAil. AOORESS PMONt L!CtNSt. NO. STATE CITY 3 ,. ~ ,,. .N·~tt e,,,-c;,<.., '.V-,,CA --'ii -, --~Ci.--• . ARCHITECT 0111 DESICH£N MAIL AODA!ESS PHONE LICENSE NO,, 4 i;'' / d-: re> ....... -~ -s.~..-., '\I ~--~ -J ,, ,;,.,) -. -,,.. 5£NG,:~~ -MAIL ACOR ESS PHONE. LICENSE NO. c:~, a,A,; ,-~-co COMPENSATION INS, CARRIER MAIL AOO"-£S5 &AANCl-f 6 ,,t:...,.., ~r.,_J _,Je ..... ..,) ,,, ,J 0 r>·J~,,.., --~·* ..... ) 0 -US£ OF 8UILOING '-:;:,/(? .~~~ 7 r:,. l..: , / .., 8 Class of work: □NEW 0 ADDITION 0 ALTERATION 0 REPAIR 0 MOVE 0 REMOVE Al 9 Describe work: ~-o/,-;'~'(r ./r 7._,c <->,. ~'C~ ("""-r"b.-<?. 0 /~ --/1 . ,. -f'J1 0 ,,r (J_ I' 10 Change of use from a~·,, f) q .J,, ').,/ ,r/ v" , v-,~ V, (/' V Change of use to 11 Valuation of work: $ 4~ Q~t; 0 0 PLAN CHECK FEE ss;-, c-a I PERMIT FEE $ /· -SPECIAL CONDITIONS: , .. MICRO FILM FEE Type of / ,J Occupancy Const. Group -J° -·- Size Of Bldg, No. of Max. (Total) Sq. F/ 4/,(, Stories / 0cc. Load -,,, Fire :J' Use Fire Sprinklers I APPLICATION ACCEPTEO BV PLANS CHECKED BV APPROVED FOR ISSUANCE B> Zone ·--zone I \ Required DYes wJNo l~E fl -5 -7t No. Of OFFSTREET PARKING SPACES: ..A Dwelling Units I No • Sq, Ff':' •r !No. DATE Covered Open NOTICE Special Approvals Required Received Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB-PLANNING DEPT. ING, HEATING, VENTILATING OR AIR CONDITIONING. HEAL TH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN120DAYS, OR IF FIRE DEPT. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-MENCED, OTHER (Specify) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS ENGINEERING DEPT. APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS WATER DEPT, TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CAN CEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION . .,.,--.--~~-1 ~-r...y ... .,,,, - ..-s,GNATUIII~ o, C:ONTIIIACTO-. O,t AUTHORIZCD AGtNT r IDATCt SIGNATVl'IE o, OWNt." 1,r OWNCIII IUIL0£1t) DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION RECORD DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL C-..2 -7 ~ /_: -/ -= ~ '7t£ - I USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 3-9-76 Fr enc hes and s t eel: O.K. B. NElson 3-25-76 Roof n a iling : O.K. B . Nelson 4-8-76 Frame : O.K. B. Nelson 4-15-76 Insulation: O.K. B. Ne lson 4-19-76 Drywa ll: Lef t corrections. B. Nel son ' 0 0 _.,r-rr~ ;•• •••32.C0 ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 Permit No. JOI AODIII CSS LOT NO, 1 ~~=~~-T,_ACT <Ostt ATTACHED SHt:tT) OWNUI 2 MAIL AODJIII E.SS ZIP P"'ONt CONT,.ACTOft MAIL AOO,tCSS LICENSE NO, STATE CITY 3 A911CHITECT 0 .. DtSIGNltf': MAIL AOOlll[SS LIC(NSE NO, 4 tHGINCCft MAIL AOOfltSS LIC[HSt NO. 5 COMPENSATION INS CARRIER MAIL AOOftCSS IIIAHCM 6 use 0,. IUILDING 7 8 Class of work: □NEW 0 ADDITION □ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES SPECIAL CONDITIONS: Al'PLICATION ACCEPTED BV PLANS CHECKED BY APPROVED FOR ISSUANCE BY DATE NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC· TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAY!> AT ANY TIME AFTER WORK IS co11.: MENCED. I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCE::. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. r '-7l, Sl•NATUflE o, CONTftACTO" 01111 AUTHOIU2ED AGE.NT (DAT£) P' Wt,tUt IP' OWME" ■UILOE." DAT(. ISSUANCE OF EACH PERMIT NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD· ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 PERMIT FEE WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. INSPECTOR No. Each 1 1 M.O. 9 Fee 2 25 CASH 7~ -.,1. / 7 INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR 7 -/\~_ 7k T:.--z.-.c_ ~ p-z-i.;_, ~ /4~ I ~ ?'~ /__,., -- (l V - USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 3-31-76 Rough Elec. O.K. B . Nelson 0 0 PLUMBING PERMIT APPLICATION 2 Permit No. City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces on y. -,_;, _;,,,. ,/ JOI A.00" ESS Lt': ~~k_ 0 .... -u V " I~: "' (J. LA-("r -',z 3 --,~ -Lt>T NO. I 8LK I T•ACT ,, -----0 LIGAL I Qsc:£ ATTAtHto SHEE.TJ " ,, ~ z 1 DESC•• -,,J.. / 0 , Ill O'NHl" -1{/;..f.J~ IJrJJl~. :AIL ::c•mf!JJ ~AcoA/,t .A..,~~-irlJ;f,./\ PHONE. "' Ill 2 I Ir.I ' CON T"-AC TOR ·'!' ht ltttt,11J~'ur.. IAAU: ADO,.css• ~ --PHONE -~.~ -\J LIC£N5E NO, ---~ I\ 3 /0 .,,,,., J), .. / JJ/r, 1 ---•---,)_ ~ '- 1 . ~-h "If J -I> I A"CHITECT O" 01:SIGNEJlt W' I ~ MAIL ADDIIESS P~ON•, kh:,I Ll CINSl. NO. '· I 4 /Ohxc../ I ' I.NGIN CUI MAIL ADD,.ESS PHONI. ~ LIC IN51 rNO, ,t, 5 4,.. \ ~ ,,-£ t \.. 'I Lt.NOEJlt MAIL AOOIIIC.SS . I " 811ANCH 6 --[ USE o, BUILDING ~s r 7 --- lo 8 Class of work: □NEW 0 ADDITION 0 ALTERATION 0 REPAIR - 9 Describe work: J./4/. £,,, /2,J'_; ·/k-- /' / --- -PERMIT FEES - No. Type of Fixture or Item -·-·, Fee SPECIAL CONDITIONS: J 1 ' WATER CLOSET (TOILET) l. --s-s-~r,,J~ = . - "' ~ BATHTUB I r ;J ,: LAVATORY (WASH BASIN) ~ ~ .,,., ~t.> I SHOWER I ~I) I KITCHEN SINK & DISP. J ro ~ DISHWASHER I ::;o :?TION ACCEPTEO IY PLANS CHECKE OBY APPROVED FOR ISSUANCE BY ,. LAUNDRY TRAY I CLOTHES WASHER ~ ._;f' j // ' WATER HEATER i :~() ,, -~ I{ NOTICE URINAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-DRINKING FOUNTAIN TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FLOOR SINK OR DRAIN CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM• SLOP SINK MENCED. I GAS SYSTEMS: NO. OUTLETS )~ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS I APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRE.CT. WATER PIPING & TREATING EQUIP. . ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE VACUUM BREAKERS PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, LAWN SPRINKLER SYSTEM 12Lh/.f) ~/Le. I SEWER ;;.; ' -,; ) CESSPOOL I SEPTIC TANK & PIT -.,.,. c, _.- ; .~ SIGNATU"IE o, CONTflACTO" Ofl AUTH0 .. 1%.ED AGENT I (DATE) PERMIT $ J ~IGN•TUflF.: 0,. OWN£" 1,-OWN[fl IIUILOEA) DATE.) TOTAL FEE $ WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 2-23-76 Soil line Sewer and Underground Plbg. O.K. B. Nelson '-6-76 ~uh and shower, top out and gas . O.~. B. Nelson INSPECTOR " --· 6 -~ .. -- MECHAr¥CAL APPL2A;l()N 6!;0** .. .... ,. J PERMIT City of CARLSBAD, CALIFORNIA 92008 Perm 11 No. Phone 729-1181 "?~ t'?A/ Applicant to complete numbered spaces only. J08 AODJII r.ss . =-r --~ c~ . .,,;J . .£ -9 <~s-r,9 2 ?/ ·./ LA II ,1#-1 LOT NO. Im I TUCT tOstE ATTACHED sHtETI LEGAL I 1 OEst•. OWNEJII MAIL A00Rt9S ZIP PHONE I• 2 )/£ ✓~I'1-.1-~.~ <' COM T"AC TO" , MAIL AODf\ESS PHONE LICENSE: NO, 11 3 'iv~~-~ J//,1,A .,, ~/,-,,.... A")_ -# 7<1'=o~<":v .., t/t--~ -~ --:-~ ~ A"-CHl~CT OR OS:SIGNl" MAIL AOOIIIC58 PHONE -LICtNSl NO, 4 lNGINE.t:l'I MAIL ADDIIIESB PHONE: LIC[t.lSE NO, 5 --. r: LENDlJII ,,,_.AIL AOOll':ESS 8'1ANCH t, 6 USE 0,. 8UILOING 7 " ,¼NEW 8 Class of work: 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: 1.#>1-r:,:JG, Type of Fuel· Oil D Nat. Gas D LPG. 0 PERMIT FEES SPECIAL CONDITIONS: No. Type of Equipment Air Cond. Units -H.P Ea. Refrigeration Units-H .P. Ea. Boilers H.P. Ea. Gas Fired A.C. Units Tonnage Ea. J Forced Air Systems-B.T.U.~ , ... _ ~ _ M Ea. APPLICATION ACCEPTEO BV PLANS CHECKEO ev APPROVEO FOR ISSUANCE BV I Gravity Systems-B.T.U. -✓ •. -M Ea. /Jf Floor Furnaces-B.T U. M Wall Heater$. B.T.U. M NOTICE Unit Heaters B.T.U. M THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-Evaporative Coolers TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF Clothes Dryers CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM• Ventilation Fan MENCED. Range Hood I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. Air Handling Unit-C.F.M. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED Incinerator HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. i?l't J:✓ -¢/4hc; SIGNA,.UAC OF tONTAACTOA 0" AUTHOAIZ£0 AGE.NT I0ATEI PERMIT TOTAL FEE Slt,;NATI A.ir o, OWNEIII Ir OWN[III &UILOC") DAT[} WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. ~ INSPECTOR 0 ::: z I'll ;a Fee $ . , ,,, $ $ ., , CASH ... 0 (JI ► 0 0 ;a I'll "' Ill - :z 0 r~ -90/ INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 4-8-76 Duct: O.K. B. Nel son BUi ~DING AD )- INTERbEPAR DATE: PLANNING D PARTMENT d LOT SIZE __ ~ _ ____:_.:. ___ /__;;;_ ____ ___,_OT WI DTH, __ <b---+-1------- UNITS PROVIDED ___ ____,\.__ALLOWED _ ___,_f __ _ % OF COVERAGE -ALLOWED __ ~ ___ BLDG. HEIGHT_----1,..__----1'--/ fi{ ,,. FRONT SETBACK_~+-,vuf] ___ SIDE YARD_~ ____ REAR YARD._....,_.....,lV'---___.__.__ INTRUSIONS ___ _ ENVIRONMENTAL PROTECTION ENGINEERING DEPARTMENT R.0.W. ____ C_✓__c..-__________ l NDUSTRIAL WASTE. _____ N...___~-------- .1 MPROVEMENTS---1-f--'---'-.L=...;;....1 -"------'------SEWER CONN ECTI ON __ _,1\...=-..!a(--.,_;\..~;....:{'"\...:,__ _____ _ DRIVEWAY LOCATIONS, __ ___;_n_.:.,;_:_..:::.....:.... ___________ GRADING PERMIT ______ _ 1 EASEMENTS 1'.I CH.I DRAINAGE _ _;__\-\ __ ___:::::..:........;"---'---- LE'G AL D ESC RI PTI O N,_---=L=•~-=---c=-=------"::o....:....:----=----==:.....=..::...______::c:.:...;__...::..:....:...c.......:....c___:_c_;.__ _________ .=..,. __ ISSUE PERMIT_Qd..........ub""."'t......:.,___;;__ ____ DATE I'>-.,., --, r FIRE DEPARTMENT SPA INKLING SYSTEM _________________ --=----==:::::::::==:=====-=------ FI RE PROTECTION EQUIPMENT ____________ FIRE ALARMS ________ _ EXITS __________________________________ _ FIRE HYDRANTS ___________ _ LOCATION _____________ _ ADDITIONAL COMMENTS ____________________________ _ ISSUE PERMIT _______ DATE ______ OCCUPANCY ______ DATE ____ _ WATER DEPARTMENT C M W D ________ CARLSBAD ____ OLIVENHAIN __ ' ADDITIONAL COMMENTS _____________ -=-_ ,LJE PERMIT _______ DATE. _____ _ '-----DATE ____ _ 3 f TO PLANNING ------- 'URNED TO BLDG. -------RETURNED TO BLDG. DEPT. ____ _ BENTON ENGINEERING,. INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6741 EL CAJON BOULEVARD BAN DIEGO CALIFOlll-11 /1,, 92.115 hllLIP HENKING BENTON .... u1o(IH • CIVIi. CNGINEltR February 24 , 1970 Rancho La Costa, Inc. Route I , Box 2550 Encinitas, ~alifornia 92024 Subject: Gentlemen: Project No. 69~ I 1-130 Final Report on Compacted Filled Ground Lots 260 to 268, inclusive Lots 274, 276 and 277, Lots 279 to 284, inclusive Lots 289 to 301, inclusive Loh 303 to 309, inclusive and Lot 322 La Costa· South Unit No. 4 San Diego County, Cali fornio • S.-.N D11!:Go, 583-56,;4 L" Ml!sA., 469-5654 ,This is ta repo~t the results of tests and observatiom mode in order to inspect the compaction of filled ground placed on certain areas of Loh 260 to 263, inclusive, 274, 276 and 277, 279 to 284, inchis!ve, 289 to 301, inclusive, 303 to 309, inclusive, and 322, of la Costa South Unit No. 4, San Diego County, California. The fills were placed durirg the period between December 11, 1969 and February 4, 1970. '[he approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications ore shown on the attached Drawirg No. l, entitled "Location of Compocted Filled Ground." The grodi11;1 plan used for the placement of filled ground was prepared by Rick Engineering Company and approved November 13, 1969. The approximate locations at which the tests were taken and the final test results are presented on p~es 4 to 10, inclusive, under the "Table of Test Resulh." The laboratory determinations of the maximum dry de.nsities ond optimum moisture contenh of the major fill materials are presented on page 11, under the "Laboratory Test Result's." Some of the maximum dry densities shown in the "Table of Test Resuln" were combinations of these. The tests were token durire the weekly periods indicated below: Test Number I to 14 to 99 to 13, 98, 135, inclusive inclusive inclusive Week Endi~ December 13, December 20, December 27, 1969 1969 1969 • • Project No. 69-11-13D -2-February 24, 1970 La Costa South Unit No. 4 Test Number 136 to 182, inclusive 183 184 to 186, inclusive 187 to 218, Inclusive 219 to 232, Inclusive 233 to 237, i ncluslve Week Endi rg January 3, 1970 January 10, 1970 January 17, 1970 January 24, 1970 Ja....,ary 31, 1970 February 7, 1970 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent af the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, hove a safe bearire value of at least 2000 paunds per square foot far one foot wide continuous footirgs founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If footires are placed closer to the exposed slo~ than 5 feet inside the top of compacted filled grcurd slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground Is adequate to satisfac- torily support one or two story wood frame d-llires designed for the recommended beorirg value, without detrimental settlements. In our report of the original investigation conducted at this subdivision, (Project No. 69-3-24BC doted M.oy 22, 1969), we stated that some "expamive" soils existed on the site and if they were allowed to remain in the upper 3 feet below finished grade some of the lots would require specially designed footirgs and slobs. We further stated that these lohi would be listed upon the ccrnpletion of grodire. The lots where expansive soils were· observed to remain within the upper 3 feet, ore tabulated as follaW$: ' Type A: Lot 287 Type B: Lolli 268, 273 and 274, 280 ta 285, inclusive, 289 to 301, inclusive, and 303 to 307, inclusive It is recommended that the followire special design precautions be taken for the houses to be constructed on the above-listed lots in order to minimize the effect of the expensive soils: Type A Lots I. Isolated interior piers should not be used. Continuous footires should be used throughout, and these should be placed at a minimum depth of two feet below the lo-st adjacent exterior final ground surface. 2. Reinforce and interconnect conti nuovsly with steel b= all interior and exterior faoti rgs with two D4 bars at 3 Inches above the bottom of all footirgs ond two 114 bars placed I 1/2 inches below the top of the stems of the footi rgs. Project No. 69-11-13D -3-February 24, 1970 La Costa Sou th Unit No. 4 Type A Lots (Cont.) 3. Use raised wood floors that span between continuous footirgs, or reinforce oll concrete slabs with 6 x 6 -10/10 woven wire fabric and provide a minimum of 4 Inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 inches below slabs under living areas. 4. Separate garage slobs from perimeter footings by 1/2 inch thickness of construc- tion felt or equivalent, to ollow independent movement of garage slabs relative to perimeter foot! ngs. 5. Provide 'positive drainage away fran all perimeter footings too horizontal distance of at least 6 feet outside the house wol Is. -Type B Lots Those lots listed on page 2 as Type Blots should. follow all the above-listed recommendations with the two followirg exceptions: I. The continuous footings may be placed at a minimum depth of 18 inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots. 2. Sir,gle #4 bars placed as directed {above) near tops and bottoms of all interior al)_d exterior footings may be substituted for the two #4 bars recommended for Type A lots. Recommenddtions 3 to 5, inclusive, as listed for Type A lots, are applicable to the Type Blots also. ~ The safe beorirg value for footings on natural ground is 1795 pounds per square foot. Respectfully submitted, BENTON ENGINEERING, INC. By(ii;~~ Philip H. Benton, Civil Ergineer · Dis tr: ( 4) Addressee (I) Rick Engineerirg Company (2) San Diego County Buildirg Inspection Vista Office (2) Rancho La Cos ta, Inc. Attention: Mr. Burton L. Kramer .. .. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS --FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO, CALIFORNIA 92tl5 PHILIP Hlo.NKING BENTON PRESIDENT • CIVIi. ENCINEER December 20, 1966 Revised August 21, 1967 Paradise Hom~s, Inc. Rau te 1, Box 25:S0 Encinitas, California Attention: Subject: ;'.;entlemen: Mr. Irv Roston Project No. 66-3-3 ID Kecommendations for Footings for Soi I Conditions on La Costa Valley Unit No. 4 San Diego County, California S"-N 011::;c,: ~0.l-;_;fi~4 LA l'>l;.!."• 46:)•56-;4 It is concluded from correlating the laboratory test results p~esented with our "Final Report on Compacted Filled Ground, La Costa Unit No. 4, San Diego County, California"dated December 16, 1966, with visual observations mode during s:rading, that the soil conditions within the upper 3 feet on the following lots·.fc(I into an expansive classification. Lot Nos. 154 170 171 172 176 177 180 181 Lot No;. 184 188 189 193 194 196 197 Lot Nos. 199 to 206, inclusive 217 to 221, indusive For th is expansive condition, it is recommended that specie I foundation design and precau- tions be used to minimize the possible differential movements in these soi Is due to moisture change. It is concluded from our past experience in areas where soils fall into this class- ification that continuous wall footings should be used throughout and that these should be placed at greater than minimum depths and reinforced to. resist differential movements. Also, if concrete slabs are to be placed on the 11 exponsive 11 soils, it is recommended moisture tests be taken 4 to 5 weeks prior to pouring concrete to verify that 80 percent saturation of the layers exist, to a depth of 3 feet. If less moisture exists, then presaturation would be recom- mended. The reason for this is that concrete slabs are r.:.!atively lightly loaded in comparison to continuous wall footings supporting raised wood f!oo,s and th~y ar~: ::;ubject to much greater . . f I H • H I ' ' ,· I d f" l I ,. •• t up1nard movement I tne expansive cays 9'? ,rorn a re1a 1ve y ry 1c10 cono.111an o near • ' Project No. 66-3-31 D .... la Costa Valley Unit No. 4 -2-December 20, 1966 saturation than are the wall footings that are placed at greater depths below the finished ground surface. Numerous tests and observations made to date indicate that the "expansive" soils tend to increase in moisture content with time, once these are covered and lawn water- ing, etc. takes place around the perimeter of the faundatio;,. Houses constructed in the spring when the soils have natural presaturation have been subjected to far less differential movement than houses constructed on.air dry soils without presaturation in the fall of the year. The following recommendations are made for two types cf foundation construction: I. Type of Construction of Raised Wood Floors on Continuous Wall Foundations. I. Use continuous wal I footings throoghaut and place at a minimum depth of two feet. 2. Reinforce with one #5 steel bar placed 3 inches above the bottom of footir)g and one #5 steel bar placed 1 1/2 inches below the top of stem wall of the footing. 3. It is recommended that the steel reinforcement af all interior and exterior continuous wall footings be lapped 48 diameters and that the reinforcement of the interior footings be carried into the exterior walls sufficient distance. to develop fu 11 strength . 4. Construct crawl holes with continuous reinforcement as shown on page 17 of the "Minimum Property Requirements far properties of one or two living Units, Located in the Southern California District" by the Federal Housing Adminis- tration Revised May 1952 or by same equivalent design. 5. For concrete slabs on ground in the garages, it is recommended that a 4 inch thickness of sand be placed beneath the concrete slab and that the concrete slabs be separated by 3/8 inch thickness of construction joint material from the exterior wall footings. The slabs sh.au Id also be reinforced with 6" -6" by # 10 -# 10 wire mesh . II. Type of Construction of Concrete Slab Floors on Ground Between Continuous Wall Foundations I. Use continuous wall footings throughout and place at a minimum depth of two feet. 2. Reinforce with one #5 steel bar p'.oced at three (3) inches above the bottom of the continuous wall footings and o~e #5 steel bar placed at one and one-half ( I 1/2) inches below the top of s:em wall of the footing. 3. It is recommended that tne steel ,einforcement of all interior and exterior continuous wall Footings be lapped 48 diameters and that the interior reinforce- ment be carried into the exterior ,·10lls sufficient distance to develop full strength. BENTON EN,::;.',";:ERING. INC. • Project No. 66-3-31 D -3-December 20, 1966 la Costa Valley Unit No. 4 4. For concrete slabs on ground for this condition, it is recommended that Field moisture checks be made to three feet below finished grade to verify 80 per- cent saturation. If 80 percent saturation is not present, then it is recommended that water be added by ponding, "rain birds" or any suitable method to increase moisture as required. After the presaturation moisture content is achieved with- in the upper three feet, the soil may be permitted to surface dry so that equip- ment moy work on it and then a 4 inch sand layer should be deposited within. one week. The reinforcing with 6" -6" by •110 -#JO wire mesh and·waterproof- ing may then be ins tolled to seal the presaturated soils under the concrete slabs. 5. For concrete slabs on ground in the garages, it is recommended that a 4 inch thickness of sand be placed beneath the concrete slab and that the concrete slabs be separated by 3/8 inch thickness of construction joint material from the exterior wall footings. The slabs should also be reinforced with 6".:. o" by i'JO -ff JO wire mesh. If you should have any questions regarding the above, or if you sliould desire additional information, please contact me. Very truly yours, BENTON ENGINEERING, INC. 0/ <7/'~=--"'~'----- By (__J~Zt,;; /). c.0~~ Philip H. Benton, Civi I Engineer (25) Addressee DENTON ENGINEERlNG. INC. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner• s Name: __ G_e_o_r..:g:...e_0_'_N_e_i_l _l __ ___c(:...H_e_r_b_H_o,__p_s.:., _c_o_n_t_r_a_c_t_o_r.,_)_ Phone No. Mailing Address: Service Aciciress ~ 2712 LaGran Via, Carlsbad TrRct Description: ___ l_o_t_29_0_L_a_C_os_t_a_S_o_u_t_h_U_n_i_t_N_o_._4 __ _ Type of Building: ___ s_i_n_g_l_e_f_am_il_y __ _ No, Units Connection Charge 500.00 --- Lateral Size: 4" 6" B" Saddle: Extra footage: ___ _ @ $ __ _ Easement Connection --- Extra depth: ____ @ $ __ _ Lateral Charge Total 500.00 The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends. froin the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicanll. is responsible. for the construction, at the applicant,s expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIREI ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. After connection is complete, the property described above is subject to a monthly sewer service charge, billed bi-monthly in advance. The rate will be governed by the use of the property, single family, multiple dwelling or commercial •. Non-payment of the sewer service charge is subject to a 5% penalty per month, plus disconnection if necessary. The undersigned hereby agrees that the above information given is correct and agrees to th~t~--=-~ ~ m • 4703 Account No. NEW CONSTRUCTION VALUATION WORK SHEET OWNER: PLAN CHECK -----------------------N07,-97 7 Types Of Construction: I & II -Steel, COncrete, or Masonry with Floors and Walls Steel or COncrete. :L-CI -Masonry Walls, Wood Floors and Interior Walls (Except 1st floor oould have cone.slab) IV -Steel V -\'b:>d FranE EVERY BUILDING REX)UIRES A SEPARATE PERMIT ! COst/SF for Types of Construction Valuation GroUP DESCRIPTIOO SF Of Floor Area I & II III III-N V-lhr V l Hr. A, B, Z>.udi tori urns, Theatert 41. 00 32.00 30.00 29.40 27. l 0 Chl.ll'.hes, Schools D Sospitals 56.00 53.70 -45.60 - Convalescent HarEs 40.30 37.20 33. 20 --- :E, F, Industrial Plants 21. 90 16.00 13. 90 14.00 12. l 0 or G Tilt-UP ---12. l 0 10. 20 Stock TvPe IV ---14.30 12. I U Warehouses 17.60 14.00 11.80 lt.30 IU. JU Office Areas Same as Office Bldgs. Stores & Com• 1. Bl<'k" 30.40 23.30 21. 20 21. 00 18.90 F Office Bldqs. ~n 1n '>n nn '>c. Rn "" nn ?1 Rn Resta11-."ants -~~ ?n ~~ nn 11 an ;,q 70 Service Stations --:in nn '>o nn 10 an - canopies (Service) TVN q l'.n Public Garaqes 18. -:in 1', 30 1-:t 10 13. 10 13. 10 H Al?TS. ,HOI'ELS ,IDI'EIS 31.40 24.50 -22.50 21.70 Tvoe I Garaqe 13.60 •et J?L_ I ""' f l«L V --24.30 -22.60 Patios /1 q ~iii: :I&H Porches, Balconies 5.00 I Base!!ent Garaqes --13.60 -- J .11.t;t;achad Priv. Gar. ,;'fC-CI --9.70 -7~ ?9ft Caroorts-Ooen o.uu Fire-Extinguishing Sprinkler !\dd 60¢ per sq. foot of System Z>.rea Sprinkled -. (/?9l..:, TOTAL VALUATION: / MICRO FILM FEE: -:1/Sd r &,' c 1, PLAN CHECK FEE: , ..... TOTAL PERMIT FEEf- _,,.. J. 4-> -o ~ .