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HomeMy WebLinkAbout2422 BADAJOZ PL; B; 74-797; Permitkl I 1: I Changeof useto I 11 Valuation of work: $ SPEC1 AL CONDlTl ONS: I SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- ING, HEATING, VENTILATING OR AIR CONDITIONING. TION AUTHORIZED IS NOT COMMENCED WITHIN120DAYS. OR IF CONSTRUCTION OR WORK ISSUSPENDED 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 CORRECT. ALL 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. Size of Bldg. Max. (Total) Sq. Ft. occ. Load - - PLANNING DEPT. i I I I HEALTH DEPT. 1 FIRE OEPT. I I I I SOIL REPORT OTHER (Specify) ENGINEERING DEPT. WATER DEPT. * f 8 *? -+.- it,?- )) ri/, SIGNATURE DC CON- OR AUTHORIZED AGENT IDATEI 1 SIGNATURE Dr OWNER (IF OWNER BUILDER) (DATE1 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH I N SPECTOR DATE REMARKS FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL INSPECTOR EXT. LATHING MASONRY FINAL USE SPACE BELOW FOR 7/32 - 7 / I I I OWNER MAIL ADDRESS ZIP PHONE ENGINEER 1 MAIL ADDRESS PHONE LICENSE NO. LENDER MAIL ADDRESS BRANCH I I 1 PERMIT FEES i. 69' -+ ni*- HI .. ..pt c. :5~3*"*"*'5$*~Q ION Permit No. Applicant to complete numbered spaces only. JOB ADDRESS i I f 6 i i WEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH '-2 .,' ' :&J c$j JL _I*I.-.-cc ~ ~~ ;PECIAL CONDITIONS: SWLICATION ACCEPTED BY: 1 PLANS CHECKED BY I APPROVED FOA,ISSUfiNCE BY I I .. NOTICE TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A MENCED. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- I- . ------ --% SIGNATURE OC OWNER (IC OWNER BUILDER) (DATE) No. I Type of Fixture or Item I F.e I $ye / I WATER CLOSET (TOILET) 4 I BATHTUB $-- LAVATORY (WASH BASIN) z SHOWER 4 &J,/> y KITCHEN SINK & OISP. 3 QC 3 I DISHWASHER I a>L*s DISHWASHER --. LAUNDRY TRAY 2 CLOTHES WASHER a WATER HEATER I URINAL II DRINKING FOUNTAIN FLOOR-SINK OR DRAIN SLOP SINK GAS SYSTEMS: NO. OUTLETS WATER PIPING & TREATING EQUIP. I WASTE INTERCEPTOR II ~~~ VACUUM BREAKERS I LAWN SPRINKLER SYSTEM I I 1 I SEWER 5BC I CESSPOOL II I SEPTIC TANK I PIT .I I I I PERMIT TOTAL FEE INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR I I I I ~ I USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. MECHA AL PERMIT APP ION r; "<~j"xzp* +s ii City of CARLSBAD, CALIFORNIA 92008 ~, 4' _, *'- " Phone 729-1181 LICENSE NO. LNOlNLCl MAIL ADDRESS PHONE __ 5 6 7 LCNOCR MAIL ADDRESS BRANCH USE OF BUILDING - a CISSS of work: ~EW ADDITION ALTERATION EI REPAIR I Typeof Fuel: Oil 0 Nat.Gasp LPG. 0 PERMIT EES . -. . . . . . . . - _- SPECIAL CONDITIONS: 1 No. I Type of Equipment I Fse s I I I Gas Fired A.C. Units-Tonnaae Ea. II NOTICE Unit Heaters-B.T.U. M -- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TlON AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- Ventilation Fan MENCED. - .. . Evaporative Coolers Clothes Dryers I HW Hood Air Handling Unit- Incinerator I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL 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 QIVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. C.F.M. I I I t I I I I I 1 PERMIT $1 3 IN SPECTOR m-..-:* .,- 7Q4/~ \-(- City Of CARLSBAD, CALIFORNIA 92- - Phone-729-1181 rerrnir NO. 3 - 'vu Applicant to complete numbered speces only. EOMT ACTOR MAIL ADDRESS ?H ON C LICCNSC NO. fZl.GI 3llr 2 I"" .j I'"&J./).) rnCnc LlCCNhC NO. ' Q {I 441,- AREtllTfCTdR DC8ICNCR - 1 CNCINCCR MAIL ADDRESS WONC Liccnac no. 1 LCNDCR MAIL Aomtaa SRANCH 1 Class of work: RNEW 0 ADDITION 0 ALTERATION 0 REPAIR I Deseribrwork: . 1 c .. -. -6 ./ :I 'd PECIAL CONDITIONS: WPLICATION ACCEPTED BY2 I PUNS CWECKCD BY: I APPROVED FOR ISSUANCE BY [R/j/ ." rT NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A MENCED. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL 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 GIVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. DC OWNLR (I C OWNCR WILDCW (DATE1 PERMIT FE 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- tNG 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 MINIMUM PERMIT FEE Each I Fee WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION a. M.O. CASH c 1 INSPECTOR I INSPECTION REPORTS I 1 J DATE ITEM REMARKS INSPECTOR J'//7- 7f/ I o&. R INTERDEPARTMENTAL INFORMATION SHEET WILDING DEPARTMENT '/1 BUILDING ADDRESS: / PLANNING DEPARTMENT LOT SIZE, OT WIDTH - ZONE A' UNITS PROVIDED .x! ALLOWED PRKG. SPACES PROVIDED % OF COVERAGE ALLOWED BLDG. HEIGHT ALLOWED / FRONT SETBACK SIDE YARD REAR YARD INTRUSIONS ENVIRONMENTAL PROTECTION REQ'TS. LANDSCAPE PLAN ADD I TI ON A L COMMENT ISSUE PERMIT ENGINEERING DEPARTMENT R.0.W. I N DUSTR I A L WASTE IMPROVEMENTS 57 r'.+uG- SEWER CONNECT10 DRIVEWAY LOCATIONS .,?k - dsz s?"%p* ,x 3 GRADING PERMIT /L-r /' 5 7-/& c- cc( LEGAL DESCRIPTION ADD I TI ON A L COM M E NTS EPARTMENT P- SI .;I LING SYSTEM FIRE PROTECTION EQUIPMENT FIRE ALARMS EXITS FIRE HYDRANTS ADD IT1 ON A L COMME NTS LOCAT I 0 N DATE ISSUE PERMIT DATE OCCUPANCY WATER- DEPARTMENT C'M W D. CARLSBAD OLIVENHAIN SAN MARCOS ADD I TI ON A L COM M E NTS d-" -OCCUPANCY DATE SENT TO ENG. DEPT. RETURNED TO BLDG. DEPT. NEW CONSTRUCTION VALUATION WORK SHEET EVE= Group *:'r A, B, Owner Plan Check No. RU ILDING REQUIRES A SEp- Description SF of Cost/SF for Types of Const. Valuation IV V-1 HE V Floor I & 11 111 Area NA Auditoriums, theaters, Types of Construction : ** I & 11 - Steel, concrete, or masonry with floors-and walls steel or concrete. I11 IV - Steel concrete slab) V - Wood frame - Masonry walls, wood floors and interior walls (except lst floor could have - CGcf building pemit eo be one-half of- buildhg ^pennit fee. fJ'jp, ,~~--~~~ Move Buildings: **Types and groups' of construction are for guideline purposes only. Full valuation fee based on final use. ."/I .* c; . Check size lateral required: Amount Rec'd $- (4")- (6")- Other How Paid LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Saddle connection required: Yes- No- Owner's Name: Burton Lewin and Harry Gelt Receipt No .% Mailing Address : Date Paid 4-10-74 Rec'd by: J. Geiselhart Phone No. Job Address: Badaioz Place SERVICE REQUESTED: @. Hobson Builder) Lot No. 156, La Costa South Unit No. 1 COST CONNECTION CHARGE for Duplex - (type of building) $ 600.00 If a multiple unit building, indicate no. of living units 2 SERVICE LATERAL INSTALLED BY LA COSTA TOTAL CHARGES $ 750.00 The application must be signed by the owner (or his guthorized 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. 'specifications, rules and regulations; and it mus t be insDected and aDProved by the I3 istrict 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 mior amroval and insDection bv the District The connection must be made in conformity with the District's will be considered invalid and will not be acknowledaed. 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. month, plus disconnection if necessary. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated: Non-payment of the sewer service charge is subject to a 5% penalty per Date Applicafion for Grading Permit.' Legal Description Map No. Surety Company Subdivision Name Surety Address Owner Phone Date Filed Rec I d by 3urton Lewin & Harry Gult 753-0980 Owner's Address c/o Dennis Kobson Cash deposit Rec d by Date filed P.0, Box 984, Carlsbad, Ca, 92008 $ "lans by Civil Engineer R.C.E. The following documents are required and shall Rick Engineering Company 9416 Lot 156 6117 :L La Costa South Unit No. 5 become a part of the grading perm PERMIT NO. (letter code + number1 Address Check if supervised SPECIAL CONDITIONS WHICH ARE MADE ?arty responsible for overall supervision Dennis Hobson I. Authorized hours of operaeon: 7:OO AM to 'roposed use of grade site Duplex 2. Haul routes are to be appv%ed by City Vumber of cubic yards grad i ng X A PART OF THIS PERMIT 5:OO PM, Monday-Friday. Eng i neer. erosion and siltation control. of Parks A Recreation Director. 3. Adequate provisions shall be made for I I cut Fi I I Import Waste 400 500 100 4. All slopes shall be planted per direction ,Tota I CITY OF CARLSBAD 1200 Elm Avenue L= I ot C=C i ty contract PUBLIC WORKS & BUILDING DEPARTMENT S=subdivision i 2-. 5 729-1 181 . Ji I hereby acknowledge that I have read the applica- tion and state that the information I have provided is correct and agree to comply with all City ordinances and State laws regulating excavating and Ground preparation grading, and the provisions and conditions of any permit issued pursuant t Signature of Permitte Owner or authorized agent INSPECTOR'S DATE S I GNATURE INSPECTION Rough grading Compaction report rec'd. Planting & drainage Final certification rec'd. i FOR APPLICANT TO F I LL IN Site Address Surety Bond Bond No. .co Grading permit fee $43 Work completed Surety bond released ddress Phone are approved. XGrad i ng p I ans XSoi I report XCompact ion report - Other - Speci f Vicini Drainage structures - Reta in - - t when they cations Y map ng wal Is I I (Compacted fills (yes or no) I Yes Proposed Schedule of Start Finish Operations (dates) Y#n c j-j 2 SJ974 3- t.J!Jt& 2s" Permi t Expi rat ion Date Ji/N E 3@, /974 THIS FORM WHEN PROPERLY VAI~DATED BY SIGNATURE IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD - - .--. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6717 CONVOY COURT BAN DIEGO, CALIFORNIA 92111 PHILIP HENKIN6 BENTON PRLBIDCNT - CIVIL LNGINILR May 7, 1974 Oenbat Construction Company P. 0. Box984 Carlsbod, California 92008 AHention: Mr. Dennis Hobson Subject : Proiect No. 74-2-16D Amended Recommendations for Minimum Footing Depth in Expansive Soils Lot 1% La Costa South Unit No. 1 Badaioz Place Cwtsbad, California TEUPHONE (714) 565-IBS5 . . Gentlemen: This is to confirm our telephone conversation with Mr. Ray Green of the City of Corlsbbad on May 7, 1974. It is our opinion that footings placed at a minimum depth of 18 inches below the lowest adjacent exterior ffnal ground surface will be adequate for the marginally ex- pansive soil conditions existing on the site. All other recommendations presented on page 2 of our report dated May 6, 1974 should becornplied with durIng the construction of the proposed structure. Respec tfu I 1 y submitted, BENTON ENGINEWING, INC. RECEIVED Reviewed by Dh: (3) Addressee (I) city of Carlsbad Building Department Reviewed by Dh: (3) Addressee (I) city of Carlsbad Building Department r i i PHILIP HENKlNa BENTON CRCIIDCNT - CIVIL CNGINLLR BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS FOUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 Denbar Construction Company ' P. 0. Box984 Carlsbad, California 92008 May 6, 1974 Attention: Mr. Dennis Hobson Subject: Project No. 74-2-16D Revised Recommendations for Expansive Soil Conditions Lot 156 La Costa South Unit No. 1 Badaioz Place Carlsbad, California TELEPHONE (714) 565-1955 RECEIVED MAY 7 1974 Gentlemen: This is to present revised recommendations for construction on the expansive soils existing in the upper three feet of compacted filled ground placed on the subject site. The upper soils on the cut portion of the site have been determined to be nonexpansive. Subsequent to our "Final Report on Compacted Filled Ground" dated May 1, 1974, we were authorized to perform expansion tests on the two types of soil placed in the upper three feet below finished grade in the compacted filled ground area. The tests were performed on samples molded to 90 percent of maximum dry density and the results of these tests are presented as fol I ows: Soil Description Light brown fine sandy clay Brown silty clay Percent Expans ion Under Unit Load of 500 Pounds per Square Foot from Air Dry to Saturation a 2.40 4.9s Based on the results of these tests It is concluded that the soils exhlbited less volumetric change with change in moisture content than those in the "critically expanslve" category. Therefore we are presentlng revised recommendations for the design of footings and floor slabs placed on the compacted filled ground area at he subject site. These are on the following page. I : Proiect No. 74-2-16D -2- Denbar Construction Company May6, 1974 1. Avoid the use of isolated interior piers. Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of 2. exterior footings with one #4 bar at 3 inches above the bottom of the footings and one t4 bar placed 1 1/2 inches below the top of the stems of the footings. 3. Reinforce all concrete slabs with at least 4 x 6 - 10/10 welded wire fabric. A moisture barrier should be placed over the subgrude soils and a 4 inch thickness of clean sand should be placed over the moisture burrier and below the bottom of the slab. 4. Separate garuge slabs from perimeter footings by a 1/2 inch thickness of con- struction felt or equivalent, to allow independent movement of garuge slabs relative to perimeter footings. Assure complete separation by extending the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. 5. Provide positive dminage away from all perimeter footings with a vertical fall of at least 5 inches in a horizontal distance of 5 feet outside the perimeter walls of the building. Respectfully submitted, BENTON ENGINEERING, INC. Phillp H. b&m, Civil Engineer Dhtr: (4) Addressee BENTON ENGINEERING, INC. PHILIP HENKING BENTON CRLSIDLNT - CIVIL LNGINLLR BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6717 CONVOY COURT SAN DIEGO. CALIFORNIA 021 11 May 1, 1974 Dsnbar Construction Compony P.O. Box984 Carlsbad, California 92008 Atten tion: Subject : Roiect No. 74-2-16B Report on Compacted Filled Ground Lot 156 Unit No. 1 Carlsbad, California TELEPHONE (714) 868-108s G4ntlemen: This is to report the results of tush and observations made in order to inspect the compaction of filled ground placed on a portion of Lot 156, La Costa South Unit No. 1, Carlsbad, California. The fill was placed durlng the period between March 28 cmd April 3, 1974. The approxlmate mea and dephs of filled ground placed under our Inspection in accordance with the approved specifications are shown on the attached Drawina No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground WQS ppamd by Rick EnginseriryJ Company and dated March 19, 1974. The approximate locations at which the tests were taken are shown on Drawing No. 1 and the final test rmultr are presented on paee 3, under the "Table of Test Results." The laboratory determinations of the maximum dry densities and optimum moisture contents of the malar fill materials are presented on pcgle 3, under the "Laboratory Test Resulh." Some of the maximum dry densitla shown in the "Table of Test Results" ware combinations of these. The tests were tcken on the dates indicated below: Test Number Date 1 and2 3, 4, and 5 6, 7, and 8 9, 10, cnd 11 12, 13, and 14 March 28, 1974 Mach29, 1974 April 1, 1974 April 2, 1974 April 3, 1974 Roiect NO. 74-2-16D Denbar Construction Company -2- Mayl, 1974 The final results of tests and obuvotiorrrr indlcote that the compacted fllled ground ha, hen placed at 90 percent of the maximum dry donity or greater. It hcs been determined that the fill materials, compcrctd to 90 pamt of the mc#imm dry density, have a safe bearing value of 1510 pounds per quare foot for one foot wlda continuom footings founcbd at a minimum depth and placed five ket or morr id& the top of compacted filled ground slopes. If footings am place~4 closer to the expc#sd slop.$ than 3 feet insIda the top of ampachd filled gound slopes, these huld be deepened om foot bel ow a 1 1/2 horizontal to 1 wrtfcol line projected outword and downward from a #oht 5 feet horizontally inside the top of compacted filled ground slopes. Critically expnslve tolIr were plclcrd in the upper three feet below finished grade. Therefore, in orckr to minimize pdblo dcanqglng effects due to differential movements of them potentlotly expanrive boils, the following special design and precautions me recommended. 1. Avoid h use of isoolated interior piers. Use continuous interconnected reinforced footings tht&out, and place these at a minimum depth of 24 inches below the lowest adjacent exterfor flnal ground surface. 2. 3. 4. Reinforce and Interconnect continuourly with steel ban all interior and exterior footings wtth om 15 ba at 3 inches dove ths bottom of the footings and om #5 bar placed 1 1/2 inches below the top of the stem of the footings. Raised &n floors that span behrulsan contlnuow footlngs are best, or use conrtnte rich reinforced with at least 6 x 6 - la/lO welded wire fabric. A minimum of 4 inchat of crushed rock, 3/4 to 1 inch in she, should be placed heath all concrete slabs d covered with a molsture barrier. Two Inohm of cison sad should then bQ placed over the moisture hier and below tha bottom of the slob. Separate gar- si& Cram partmeter btf- by a 1/2 inch thiukness of construction felt or equivalent, to allow independent movoment of gargle SI& relative to perimeter footings. Arure complete separation by ex= tending the fblt over the full depth of the front thickunod edge of the gcrrqge SI&. Also, cut off the garago door sw at leart 1/2 inch above th slab. 5. Rovide positive drafncrgo QWQY Qrom all primetar footings wtth a vertical fall of at hat 5 inches in a horizontal distance of 5 feet ouhlde the house Wlh. All buried exterior utility IIMI should be City of Carlsbad approved plcrtic lines due to the cO61011ve charactsrlstlw of tha rrotlr, unless sufficient fleld hrb are tdcen to mt&lish that nonootrwlwr rcrllr exist in the utillty trench ~llcs. R8spaotfully rurbmftt8d, BEMON ENGINEERING, INC. BY ZP E& Dish: (3) Addmsea (1) Rick Engineering Company, Carlsbad 71) City of Carlrbad, Building DspartmQnt BENTON ENGINEERING. IN R. C. Rmer - Ro/ect NO. 742-160 Denbar ConrtrvctioncCompany t Test No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Depth of Fill at Test in Feet 2 .o 2 .o 4.0 6.0 8.0 10.0 12.0 14.0 14.0 16.0 18.0 18.0 20.0 22.0 Field Moisture Oh dry wt 20.9 20.2 17.2 16.4 16.7 17.5 11.0 10.7 13.4 16.0 10.8 13.3 12.8 11.1 -3- TABLE OF TEST RESULTS May 1, 1974 Maximum Dry Dry Density hnsi ty Percent Ib/cu ft Ib/cu ft Compaction Remarks 100.2 113.6 88.3 Reworked 102.1 113.6 90.1 Check on #1 106.1 116.9 90.8 07.6 116.9 92.0 05.1 116.9 90.0 04.1 113.6 91.7 10.8 120.5 91.8 05.3 120.5 87.6 Reworked 08.6 120.5 90.1 Check on #8 109.9 116.9 94.0 108.6 124.2 87.3 Reworked 108.9 120.5 90.4 Check on #ll 110.2 120.5 91.6 112.1 124.2 90.2 Finished Grade LABORATORY TEST RESULTS The maximum dry densities and optimum molsturs contents of tha malor fl II materials os deter- mined by the A.S.T.M. D 1557-66T method, that uses 25 blows of a 10 pound rammar falling from a height of 18 inches on each of 5 layers in a 4 inch dlaneter 1/30 cubic foot compaction cy1 inder, are presented as follows: Soil Description Light orange brown silty clay Light brown fine sandy clay Brown silty clay Max' imum Optimum his- Dry Density bra Content Ib/cu ft % dry wt 110.3 15.8 116.9 13.5 124.2 10.3 EENTON ENGINEERING. INC.