The URL can be used to link to this page

Home My WebLink About2019 COSTA DEL MAR RD; CONF CTR; 73-1359; PermitBUILDING PERMIT APPLICATION P.,.,,I 1 1 III I I ^ City of CARLSBAD, CALIFORNIA 92008 ^f W%1_ *B f\f^ ^ ^ <%^Applicant to complete numbend spaces only PnOHe 7Z9-llol 8 Class of work DNEW /*r* 9 Descnbework ADDITION D ALTERATION D REPAIR D D RfMOy€ /^ / Cj^----- t 10 Change of use from Change of use to 11 Valuation of work $PLAN CHECK FEE o PERMIT FEE SPECIAL CONDITIONS Type ot— Const y Occupancy Group Division Size of (Total) Sq Ft,".1 <) No of Stories Max Occ Load APPLICATION ACCEPTED BY PLANS COCKED BY V< APPROVED FOR ISSUANCE BY Use Zone C. Fire Sprinklers Required Dves No of Dwelling Units OFFSTREET PARKING SPACES Covered " Uncovered NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB ING, HEATING, VENTILATING OR AIR CONDITIONING 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 DAYS AT ANY TIME AFTER WORK IS COM MENCED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECTALL PROVISIONS OF LAWS AND ORDINANCES 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 Special Approvals ZONING HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Specify) . Required Received Not Required SIGNATURE OT CONTRACTOR OR AUTHORIZED AGENT SIGNATURE OF OWNER (IF OWNER BUILDER) 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 FOUNDATIONS SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT LATHING OR DRYWALL EXT LATHING MASONRY FINAL DATE 7 °n 7f £\J I REMARKS 1 f\ Tfi U . 1\. . INSPECTOR B 4*»T T• jwejison USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC Footings 6/28/73 No footings executed as required by plans. Do not pour concrete until this problem is resolved. B, Nelson 7/3/73 Footings. Steel to be 3" From earth, (from bottom of footings & from ends of bais) Please notify building dept. before pouring concrete, so inspector can be on job during pour. _ B. Nelson 7/5/73 Footings: pour at 1Q:00 am O.K. B. Nelson 7/11/73 Fdn. Forms O.K. B. Nelson _ 8-3-73 Arrived at address 1;4$Concrete piers for porch on 3 sides of bldg."and lower level slab all poured" B. Nelson 9-4-73 Drywall: Protect posts & beams lower level. Protect sill edges lower level. Plug break out between swithh boxes and complete section abdve to ceiling line. B~. Nelson 9_5_73 Gas Line; O.K. B. Nelson . ELECTRICAL PERMIT APPLICATION " ae" p.m,,t MO *7*T~££) / City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only PhOtlC 729-1181 O^^/^r7 </^S>7/f *>^^TToTTlo^^^^^^^^~^^^^^TTnr""^^^^'^^^Tn«ACT^^^^^^^. LESAL1 DESCR £j£. £ f7J?£~ r^ & • (I |SEE ATTACHED SHEET) OWNER MAIL ADDRESS ZIP PHONE 2 i. r__»m i_^ 9«nn r«_»m H_I IBM M r«>i»i.«j oonna ?crc_<i4*vt C0NVltJ[C"TB1l * MAIL A~DDRECS PHONE LICENSE NO 3 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO 5 LENDER MAIL ADDRESS BRANCH 6 USE OP SUILDINS 7 8 Classofwork D NEW D ADDITION D ALTERATION D REPAIR 9 Describe work SPECIAL CONDITIONS APPLICATION-ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY jf i* j j *f / 'y( -? ' ' JTX 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 DAYS AT ANY TIME AFTER WORK IS COM- MENCED 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECTALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION li^^i^^g^ yfT*C*t£*'f >3$»7 '• SIGNATURE OP CONTRACTOR OR AUTHORIZED ASENT (DATE) SUHATUM OF OWNER IIP OWNER BUILDER) tOAT«l _ __ _ t*« o•» * Ha 1 1 '•1 J°* ADDMC** 1PERMIT FEES 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 MsMHiMMi PERMIT FEE No Each - Fee O>/«( "<Z^/ rv. '£ & f,-y WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT j ! PLAN CHECK VALIDATION etc MO CASH PERMIT VALIDATION CK M.O CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA Applicant to compfete numbered spaces only , LEGAL 1 DESCR OWNER 2 2100 Coata Del Mar Road, La Co*ta (Hacienda Bldg) LOT HO La Co CONTRACTOR 3 XitM ARCHITECT OR DESIGNER 4 ENGINEER 5 LENDER 6 USE OF BUILDING 8 Class of Jerk- 1 •LK TRACT (j |SEE ATTACHED SHEET) f MAIL ADDRESS ZIP PHONE »ta Land Co. 2100 Coeta D«l Mar aft. La Cmta, Calif. MAIL ADDRESS an»a Pluabinq 6 Htq.. Inc. 694 PHO>*^fefe~^l574 LICENSE NO AXV4ucaao nts. Mk na*a 9743 MAIL ADDRESS PHOHE LICENSE NO MAIL ADDRESS PHONE LICENSE NO MAIL AOBNj^jg^^MM,^^ ff- ~"tup t^^t * ^r f • , i- -IUEW. DAJWJITION tp ALTERATION D REPAIR 9 D'«-^..--fl^1-^^tali-tiBI| SPECIAL CONDITIONS APPLICATION ACCEPTED BY i / /y- / (- *f ^^^ THIS PERMIT BECOM TION AUTHORIZED 1 - CONSTRUCTION OR V PERIOD OF 120 DA MENCED 1 HEREBY CERTIFYAPPLICATION AND KALL PROVISIONS OFTYPE OF WORK WIL HEREIN OR NOT, TPRESUME TO GIVE >PROVISIONS OF ANYCONSTRUCTION OR "*" SIGNATURE OF OWNER (IF PLANS CHECKED BY APPROVED FOR ISSUANCE BY) NOTICE ES NULL AND VOID IF WORK OR CONSTRUC- S NOT COMMENCED WITHIN 60 DAYS, OR IF VORK IS SUSPENDED OR ABANDONED FOR A YS AT ANY TIME AFTER WORK IS COM- THAT 1 HAVE READ AND EXAMINED THISNOW THE SAME TO BE TRUE AND CORRECTLAWS AND ORDINANCES GOVERNING THISL BE COMPLIED WITH WHETHER SPECIFIEDHE GRANTING OF A PERMIT DOES NOT AUTHORITY TO VIOLATE OR CANCEL THE OTHER STATE OR LOCAL LAW REGULATINGTHE PERFORMANCE OF CONSTRUCTION R~8R fc>rybT«rzED AGENT (DATE) j * OWN EH SUILDER) (DATE) < ri ^^^ ! I 3 5c Vin PERMIT FEES No M1f\ \ Type of Fixture or Item WATER CLOSET (TOILET) BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR— SINK Ol^bRHlM^ SLOP SINK GAS SYSTEMS NO OUTLETS WATER PIPING & TREATING EQUIP WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER CESSPOOL SEPTIC TANK & PIT PERMIT $ TOTAL FEE $ Fee $ (Q 4 1 I / QU £jC ^c *2CZio ry / ^ .5 4 o(. JSL^jkxj WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT (D 3 0 RMRR;Sir - i 3 PLAN CHECK VALIDATION CK MO CASH PERMIT VALIDATION CK M O CASH INSPECTOR INSPECTION REPORTS DATE U20-73 12-12 ITEM Partial copper pori Gas line REMARKS ion O.K. O.K. - INSPECTOR B. Nelson B. Nelson - USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC PERMIT JON PHI* Nn?3- .*.>-.* i. C«y of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only. JOS ADD* ESS ^V r ., ^ J f jna/0 jfat^satS-Hto, *$^ f LOTM*. ' *' * ^BLlf~ TRACT ^ ^ »LE«AL I I CD*" ATTACHED SHEET) »«... ||^ OWNt«|/' ^'j- X0' MAIL ADDRESS ZIP PHONC xS? ' f!x -A^/^-I— ^ .j^S-# -i-t^-r dOHTKACTOK MAIL ADDHIS* PHOHC LICCNSI MO. 3 ARCHITECT OR BEttMCR MAIL ADORES* PHONE LICENSE HO 4 ENGINEER MAIL ADDRESS 5 RHONE LICENSE NO. ~ LENDER MAIL ADDRESS (RANCH 6 USE OF DUILDINC 7 8 Ctanofwork: DNEW D ADDITION D ALTERATION D REPAIR 9 Dtsctibtwork: ^] &tlfr**S'* <s& - Cvtf^x "^ SPECIAL CONDITIONS Aff LICATIOW AOCErrjO BY FLANS CHECKED BY APPROVED FOR ISSUANCE BY <^NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHOR«ZEO IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECTALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOTPRESUME TO OlVk AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION - • IOHATURE Of CONTRACTOR OR AUTHORIZED ACENT (DATE) f ISNATUU Of OflMM lir OWNER MULDER) (DATE) < i -._ 8 * >tC n u - PERMIT FEES No - Typ» of Fixtun or Item WATER CLOSET (TOILET) BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK «• DISP DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR— SINK OR DRAIN SLOP SINK GAS SYSTEMS NO OUTLETS WATER PIPING & TREATING EQUIP WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER CESSPOOL . . .. SEPTIC TANK & PIT PERMIT $ TOTAL FEE $ Foe $ ^3"i $*K ^TJP7* - &*,v3 I'-o i•*»>sea »• WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS » YOUR PERMIT PLAN CHECK VALIDATION CK.MO CASH PERMIT VALIDATION CK.M.O.CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC L, T T Y^^,,.,.,,w QIOftOE R (AUNOfflS ASSOCIATE STRUCTUIAl fNGINECtS 8Y OATE PAGE u, . , ... :±._-.,.:. I, aiotaf * sAUNotts ASSOCIATES STIUCTUtAt fNGiNfC** Ft LE BY OATe or !"ir,.'* * QtOIOC » SAUNOfIS ASSOCIATfS S TIUCT UlAl t NO INf It* N2 lie?4- ?rt > •" - -Mv :*-^'*v• >,'-sS| us •t*-;-f ,,(,5 '*>" '••U ••J^*---^•>••" ,u^ '"-a ' ^ ' : t >i•- ^ ,"*";a (D w. r*. ./ OtOftGt I SAUNDEIS ASSOCIATES STRUCTURAL fNGIMflt* MS" BY I OF ^ .-... •, -.. ,•'-•*».;? TT -~^LJ//^TnSmr/i'Ij (W ,o .'* *» 4- *»* ASSOCIATfS ITftUCTUlAi saf Kl/iu/ X 41 to*n '/ //• - -Hi*v y - -• -1 4J ''• , ', ' "-'•, ". , -"' ' J- -1 , • -..,, * v • j"- "r -^^^• SAUNOfIS ASSOC1ATf S STRUCTVIAl fNOINItRS £' tf, 1l^«i I-' ^S%n x or 1 m*;-\<£% I (*0) NS I SAUMOftS ASSOCIAtIS STDUCTUkAL PAGE BENTON ENGINEERING, INC APPLIED SOIL MECHANICS FOUNDATIONS 4342 FAIRMQUNT AVENUE PHILIP HCNKINQ BENTQN BAN DIIOQ 5, CALIFORNIA PRESIDENT - CIVIL CNOINEEM MdV 26, 1964 ATWATER 1-5 S B 1 Rancho La Costa, Inc. Route 1, Box 2550 Encinitas, California Attention: Mr. Irv Roston Subject: Project No. 63-10-2D Report on Compacted Filled Ground Placed on Certain Areas of the Proposed Cabanas F-l to F-4, inclusive, F-7 to F-9, inclusive, and H-3 and H-4, and on Certain Areas of the Proposed Model Home Lots 125 to 128, inclusive Rancho La Costa San Diego County, California Gentlemen: This is to report the results of tests and observations made in order to inspect and test the compaction of filled ground placed on certain areas of the proposed Cabanas F-l to F-4, inclusive, F-7 to F-9, inclusive, and H-3 and H-4, and on certain areas of the proposed Model Home Lots 125 to 128, inclusive, of Rancho La Costa, San Diego County, California. The fills were placed during the period between November 14, 1963 and January 10, 1964. i The approximate areas and depths of filled ground placed under our inspection are shown on the attached Drawing No. 3, entitled "Location of Compacted Filled Ground". The grading plan used for the placement of filled ground, entitled "Club House Area Grading Plan" was prepared by Engineering Service Corporation dated September 20, 1963 and revised October 22, 1963. The approximate locations at which the tests were taken and the final test results are presented on pages 4 and 5 under "Table of Test Results". The laboratory determinations of the maximum dry densities and optimum moisture contents of the major fill materials are presented on page 5 under "Laboratory Test Results". The tests were taken during the weekly periods indicated below: Test Number Week Ending 1 November 16, 1963 2 to 6, inclusive November 23, 1963 7 to 9, inclusive December 14, 1963 10 to 16, inclusive December 21, 1963 17 to 38, inclusive December 28, 1963 39 to 41, inclusive January 4, 1964 42 to 44, inclusive January 11, 1964 Project No. 63-10-2D -2- May 26, 1964 Rancho La Costa All vegetation was removed prior to filling and the exposed natural ground was then scarified, moistened to near optimum, and then compacted to at least 90 percent of the maximum dry density to provide a suitable base for the compacted filled ground. All sloping terrain was benched horizontally to provide a level base for the filled ground. All compacted filled ground referred to in this report was composed of non-expansive fill soils. However, in that none of the natural expansive clay soils were excavated in any of the cabana or model lot areas to provide two feet of compacted non-expansive filled ground in the building areas, it is recommended that the footing trenches be examined, when they have been excavated, to determine whether or not special foundation design will be required. No special foundation design will be required for the proposed one story buildings if the upper two feet of soil within the building areas is entirely non-expansive. If the upper two feet of soil below finished grade is not composed of non-expansive soils, then the following special foundation design is recommended for the proposed one story structures to minimize the effect of possible differential movements. 1. Continuous wall footings should be used throughout and these should be founded at 18 inches below the lowest adjacent finished grade. I/ The footings should also be reinforced with one No. 4 steel bar placed 3 inches above the bottom of the footing and one No« 4 steel bar placed at 1 1/2 inches below the top of the stem wall of the footing. ^"^ 2. Where concrete slab floors are to be placed on grade, these should have a minimum of 4 inches of sand placed between the concrete and the expansive soil and the slabs should be reinforced with 6" - 6" by ^10 - ^10 wire mesh. ^ 3. Any garage slabs should be separated from the exterior wall footings by 1/4 inch thickness or greater of expansion joint material to permit the slabs to move relative to the foundations without excessive cracking. 4. Field moisture checks should be made three weeks ahead of any scheduled pouring of concrete slabs in order to verify that sufficient moisture exists in any expansive soils to prevent excessive upheaval pressure. If insufficient moisture exists then water should be introduced by some suitable means. The final results of the tests and observations indicate that the compacted filled ground shown within the shaded areas on Drawing No» 3 has been uniformly compacted to at least 90 percent of the maximum dry density. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of at least 1500 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or BENTON ENGINEERING, INC Project No. 63-10-2D Rancho La Costa -3-May26, 1964 more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed 1 1/2 horizontal to 1 vertical slopes than 5 feet inside the top of compacted filled ground 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 inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one story wood frame dwellings. If the proposed one story buildings are founded on two feet of non-expansive compacted filled ground and/or non-expansive natural soil with conventional footings, or on expansive clay soils with the special foundation design as recommended, then no detrimental movements should occur. Respectfully submitted, BENTON ENGINEERING, INC. lilip Hf Benton, Civn Engineer cc: (1) Engineering Service Corporation BENTON ENGINEERING, INC Project No. 63-10-2D Rancho La Costa -4-May26, 1964 TABLE OF TEST RESULTS Test No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Lot No. 126 126 127 126 127 128 Cabana F-9 Cabana F-9 Cabana F-7 Cabana F-2 Cabana F-2 Cabana F-2 Cabana F-4 Cabana F-9 Cabana F-2 Cabana F-2 Cabana F-4 Cabana H-4 Cabana H-4 128 127 125 Cabana F-l Cabana F-l Cabana H-3 Cabana H-3 Cabana F-4 Cabana F-4 Cabana F-4 Cabana F-4 Cabana F-3 Cabana F-l Cabana F-4 Cabana F-3 Cabana F-l Depth of Fill at Test in Feet 2 4 2 6 4 2 2 4 2 2 4 6 2 6 8 10 4 2 4 4 6 1 2 4 1 3 6 8 10 12 2 6 14 5 8 Field Moisture % dry wt 7.3 11.9 11.1 11.3 11.0 13.3 15.4 12.0 15.5 14.0 13.7 13.3 14.1 8.6 12.1 15.0 14.8 12.1 16.9 11.2 14.5 12.4 14.6 14.8 12.8 8.3 10.2 11.1 9.7 9.5 12.5 13.4 12.4 11.4 11.1 Dry Density Ib/cuft 116.9 115.5 104.3 106.1 107.5 112.9 109.7 108.9 111.4 113.2 110.0 109.3 110.0 113.8 104.3 94,4 108.5 105.3 108.9 111.8 115.0 106.4 102.8 103.5 98.3 103.6 105.0 106.7 104.4 113.3 99.0 98.4 113.5 102.8 102,9 Maximum Dry Density Ib/cu ft 123.2 123.2 114.2 114.2 115.7 123.2 114.0 120.4 123.2 123.2 114.0 114.0 120.2 121.8 111.2 99.3 117.3 114.2 117.3 119.1 123.2 118.2 105.2 105.2 99.3 113.6 114.0 114.0 114.2 121.9 106.4 106.4 121.9 113.6 113.6 Percent Compaction 94.8 93.8 91.4 92.8 93.0 91.5 96.2 90.5 90.4 91.8 96.4 95.8 91.4 93.3 93.8 95.1 92.4 92.2 92.8 93.8 93.4 90.0 97.7 98.3 99.1 91.1 92.0 93.5 91.4 93.0 93.0 92.5 93.0 90o5 90.6 Remarks BENTON ENGINEERING INC Project No. 63-10-2D Rancho La Costa -5- TABLE OF TEST RESULTS (CONT) May 26, 1964 Test No. 36 37 38 39 40 41 42 43 44 Lot No. Cabana F-4 Cabana F-2 Cabana F-2 Cabana F-7 Cabana F-8 Cabana H-3 Cabana H-4 Cabana H-3 Cabana H-4 Depth of Fill atTest in Feet 18 12 14 3 3 5 6 6 8 Field Moisture % dry wt 11.9 10.3 9.9 12.7 12.0 14.0 14.1 13.7 16.2 Dry Density Ib/cu ft 110.7 109.8 110.4 115.5 118.8 118.2 106.3 114.2 113.3 Maximum Dry Density Ib/cu ft 121.9 120.2 111.2 123.2 123.2 123.2 113.6 123.2 123.2 Percent Compaction 90.8 91.4 99.2 93.6 96.4 95.9 93.6 92.6 91.9 Remarks LABORATORY TEST RESULTS The maximum dry densities and optimum moisture contents of the major fill materials as determined by the A.A0S.H.O. T99-49 method of compaction, modified to use 26 blows of a 10 pound hammer falling from a height of 18 inches on each of 3 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented as follows: Soil Type Brown silty fine sand with clay binder Light yellow gray silty fine sand and sandy silt Light gray silty fine sand Light gray silty fine to coarse sand with 10% gravel Brown silty fine sand Dark gray clayey silt Light gray brown silty fine sand Brown and red brown silty fine sand with clay binder and clay lumps Red brown silty clay Gray yellow silty very fine to fine sand Light brown and medium brown clayey fine to medium sand with clay lumps and lime streaks Maximum Dry Density Ib/cu ft 123.2 114.2 117.3 121.2 121.8 105.2 113.6 121.9 114.0 99.3 119.1 Optimum Moisture Content % dry wt 10,5 15.4 13.2 12.5 11.6 19.5 13.5 11.6 15.4 17.6 13oO BENTON ENGINEERING, INC BENTON ENGINEERING, INC. APPLIED biOIL. MECHANICS — FOUNDATIONS U7I7 CONVOY COUS N DIEGO CAi_iKORNIA TELEPHONE. (714) 5t>5 1933 1, 1973 La Costa Lend Company Ccifa Dal /V.ar Road C-jrJi3od, California 92008 Ai7-?nrion: AV, Roberf Stork Projacr f 'o. 73-3-5F Inspection of hoofing Excavafions Hacienda Building Rancho La Cosfa Carlsbad, Caiiromia Cenrlarren; !;-3 '2xc<r/arion for the pier (borings fhof support fhe norrh '.vood'en porch on I he Hocfsndo Building ouih of fhs La Cosfa Clubhouse were deepened one fool" into firm narurcl ground cs derermined by by a raprssenrarivs of 3-anron Engineering, Inc. ?.^\peci-rui!y submi^ed, ^iZNTQN ENGINEERING, INC. (^^^;^~^v/^---: ^ i^^-^^*^^"FSilip H.'ienhon/ Ctvii engineer i^rr; (3) Addressee RECEIVED AUG101973 CITY Ot- CAiJLbdAD Engineering Department ?H3/m«g Owner's Name Mailing Address Job Address . SERVICE REQUESTED LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE La Costa Land Company Costa Del Mar Road Carlsbad, California Receipt No 3157 Phone No Hacienda Meeting Room Recreation _Area_ Rancho La Costa, Carlsbad, Calif. CONNECTION CHARGE for Single Unit (type of building) COST 300.00 If a multiple unit building, indicate no of living units SERVICE LATERAL /X^?>7>C- / ?*'$f>_f> If service lateral previously installed - No Foe If service lateral required Check size lateral required (4") (6") Other SURCHARGE FEE 100.00 Saddle connection required TOTAL CHARGES Yes..No. Amount Rec'd $400.00 How Paid Ck.#4330 Date Paid 9-4-73 Rec'd by C.Bartkiewicz <? •j^'t.Ar'T^rtTjo 400.00 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 from 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 applicant 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, .ancLrLjmusjtJbe inspected, and approved by the District before the sewer system may be used by the applicant The applicant, or his authorized rep- resentative, must notify the District at the time inspection is desired. 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 serv- ice charge The rate will be governed by the use of the property - residential, commercial, or multiple dwelling. 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 the conditions as stated Owner's Signature /Date