Loading...
HomeMy WebLinkAbout2726 ANTA CT; ; 77-6235; PermitMODEL NO. BUILDING PERMIT APPLICATION 9 Describe work: Qxm FecxL: -A UCD ~ . 10 Chanae of use from 1 1 HEALTH DEPT. FIRE DEPT. R CONSTRUC- R IF 4 PERMIT DOES NOT ERNING THIS ATE OR CANCEL THE iR SPECIFIED REGULATING USTRUCTION. PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH TOTAL FEES $ %res- ,MODEL NO. /- BUILDING PERMIT APPLICATION Change of use to - 'ol ,,$' THIS PERMIT BECOM TlON AUTHORIZED N 120DAYS.OR 1F CONSTRUCTION OR PERIOD OF 120 0 BANDONED FOR A I HEREBY // l" I I // ,,' , ON "RE Or CON,".C,O" 0" A"I"O"12TD ArEll ' lD?.TCl . , i %t*.r""r or OWUEl ,IF OWNL" .YILDT"I, A413 ,U.rlCI \I PJ~N CHECK VALIDATIO~ AEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR JL TOTAL FEES 4 P INSPECTION RECORD ". r I DATE REMARKS - I - FOUNDATIONS: INSPECTOR SET BACK 1 n TRCNPU REINFORCING FOUNDATION WALL & /EATHER PROOFING CONCRETE SLAB I I I FRAMING I I I I INT. LATHING OR DRYWALL EXT. LATHING MASONRY I I FINAL . ,.... ~ .. .. .. ! .. - .~. . i .MODFL NO. -. BUILDING PERMIT APPLICATION 7 NO. BDRMS NO. BATHS14 3 Clasrof work: 0 NEW dADDlTlDN OALTERATION 0 REPAIR 0 MOVE 0 REMOVE I IO Change of use from you I Change of use IO rV1. I1 Valuarion of work: $ /caasc- 2771 PLAN CHECK FEE B /& I PERMIT FEE 5 iPEClAL CONDITIONS: . Type of OCC"DaI1CY MICRO FiLfM FEE CO"lt. Group Slze of Bldg. lTOfall So. Ff. No. of Max. stories occ. Load PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. I HEREBY CERTIFY THAT I HAVE REA0 AND EXAMINE0 THIS ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER SlATE OR LOCAL LAW REGULATING HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I TOTAL FEES $ 16.00 INSPECTOR City of CARLSBAD, CALIFORNIA 92408 chn)l, of urn to 1 Valuation of work: S . UU Fir. SDrlnklerr zone 1 R*qulfW 0v.s. ON. I OFFSTREET PARKING SPACES: NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL ING. HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A MENCED. PERIOD OF 1m DAYS AT ANY TIME AFTER WORK IS COM- APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. . I HEREBY CERTIFY TUAT I HAVE READ AND EXAMINED TUlS ENGINEERING DEPT. TYPE OF WORK WILL OE COMPLIED WITH WHETHER SPEClFlEO HERElU OR NOT TUE .GRANTING OF A PERMIT. DOES NOT ''. PRESUME TO GIVk AUTHORITV TO VIOLATE OR CAUCEL TW PROV SIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONShJCTlON OR THE PERFORMANCE OF CONSTRUCTION. ~ ~~~ ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING rnls WATER DEPT. *., .. ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 pplicanr to complete numbered spaces only. Phone 729-1181 : PermitNo.Z.-,-. 2&-. - 9/&& 2. '0 ,OB ADDRESS 273b 4htm COURT LFDAL DEICR. LOT "0. BLI. TRACT lO*EE ATTICIIED SIIEETI Clanofwork: GEW 0 ADDITION OALTERATION 0 REPAIR I NRMlT FE PECIAL CONDITIONS: SWIMMING POOL WIRINC. NO INCREASE IN SERVICE 1 E.& I F" WHEN PROPERLY VALIDATED (IN THIS SPACE1 THIS IS YOUR PERMIT L PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. Y.O. CASH 4- t I . .. .. , INSPECTOR .. . City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. ,~ p 7 ?;; Phone 729-1181 Permit No. c' ..,. ,os .DOREIS ,2726 hnna cwur I 18 Class of work: NEW 0 ADDITION 0 ALTERATION 0 REPAIR SPECIAL CONDITIONS: I . NOTICE PERUIT FE SWIMMING POOL WIRING, NO INCREASE IN SERVICE 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 ISSUANCE FEE TOTAL FEES i / 5- 3 7. 7 No. Each f I MIS SPACE) THIS IS YOUR PERMIT PERMIT VALIDATION M.O. CASU , . . . . _i-I_.. . ' . ., . . . ~. . -. INSPECTOR a: . L.' PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 ~ 'Class of work; 0 NEW 0 AOOlTlON 0 ALTERATION 0 REPAIR Describe work: NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. TlON AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS.OR IF CONSTRUCTION OR WORK ISSUSPENDEOOR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- ~~ ~~ DRINKING FOUNTAIN SLOP SINK FLOOR-SINK OR DRAIN WATER PIPING L TREATING EQUIP. GAS SYSTEMS: NO. OUTLETS WASTE INTERCEPTOR REQUEST TlME:”L@CZ INSPECTOR PERMIT NO. DATE: OWNER w C- - J- aa- 76 ADDRESS 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION n INTERIOR LATH OR DRYWALL / ‘$if FINAL L/- PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT U G.F.I. 0 SMOKE DETECTOR 0 FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL URSDAY 0 FRIDAY SPECIAL INSTRUCTIONS REQUESTED BY PERSON TAKING REPORT 1 BUILDING DEPARTMENT DATE : 6-9-77 3UILDING ADDRESS: - INTERDEPARTMENTAL INFORMATION SHEET \ PLANNING DEPARTMENT ZONE - ' p-z c LOT SIZE LOT WIDTH qf UNITS ALLOWED 2- UNITS PROVIDED z PARKING SPACES REQUIRED 4 PROVIDED % COVERAGE ALLOWED 9 PROVIDED- BUILDING HEIGHT ALLOWED FRONT SETBACK: SIDE SEDACK: REAR SETBACK: ALLOWED zL17 PROVIDED 557 ;'_e> INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: .. 1 7r PROVIDED -4" In ENVIRONMENTAL PROTECTION REQ: Is;: $el" ADDITIONAL OK TO ISSU TE OK TO FINAL DATE 3)fhg ENGINEERING DEPARTMENT K.O.W. &CfS? INDUSTRIAL WASTE @/A IMPROVEMENTS SEWER CONNECTION /- @WD DRIVEWAY LOCATIONS~~~, e.a (o. P&zM~/CPWO GRADING PERMIT Nowe EASEMENTS &!!,e DRAINAGE [a&"#. Sd& LEGAL DESCRIPTIONK~P 20'5: L. C. ,",A~s A. 2 ADDITIONAL COMMENTS see ,&LJ By OK TO ISSUE:/NC ;dB DATE 7- G -77 PWI ~~ FIRE DEPARTMENT SPR~KKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS FIRE HYDRANTS LOCATION ADDIT~ONAL COMMENTS OK TO ISSUE: DATE OK TO FINAL DATE WATER DEPARTMENT 4\ i CARLSBAD. CALIFORNIA 92008 1200 ELM AVENUE DATE : TO : FROM : SUBJECT: Qitp of QCarIB’bab November 3, 1977 Hermosa Housing City of Carlsbad, Building Department Duplex buildings located at: 2726/2728 Anta Court 2831/2833 Cebu Place 2825/2827 Cazadero These buildings are not condominuims but have been built to condominium standards. I7141 729-1181 TELEPHONE: . HERMOSA HOMES I July 22, 1977 City of Carlsbad Building Department Elm Avenue Carlsbad, CA 92008 Dear Mr. Quebada: In reference to our plan check meeting today, we wish to certify that we will conform to the building Code Standards as you prescribed for Lots 308, 347, and 285 of La Costa Meadows Unit No. 2. The following specific areas will be corrected, and you will receive a new plan within 10 days. 1. Stairway to loft in garage - We will replace steps with 2 xps instead of plywood as noted. 2. The concrete footings - We will change from 12" footings to 24" footings for Lots 308 and 347. Also, we will conform to the soils report of September 1, 1971 for Type A Lots. Lot 285 is a Type C Lot, which Soils Report) dcesn"t require the 24" footings in slab. (Exhibit A - 3. The height of our concrete wall on Lot 347 will be one foot. We understand that this letter will allow us to receive our building permits today, with the corrected plhs in your office within 10 days. Sincerely, HERMOSA HOUSING CORPORRTION GW/jac c c ., 1200 ELM AVENUE * CARLSBAO, CALIFORNIA 92008 December 6, 1977 .. -Hernosa Housing Corporation Carlsbad, California 92008 2551 State Street (714) 7291181 TELEPHONE: SUBJECT: Proposed Minor Sub.di.vision No. 364 Lot 285 of La Costa Veadows No. 2 Whereas the requirements of the California Environmental quality Act and th2 City of Carlsbad Environmental Protection Ordinance of 1973 relating to the subject proposed .significant impact upon the environment; and whereas nenative findings delineated by parcel map have been examined by the Planning Director and declared to h.av, 0 a non- Section 20.24.130 of the Carlsbad Kunicipal Code have not been made; and whereas this minor subdivision is found to be in conformity with the General Plan of the City of Carlsbad; therefore, a final decision has been made to approve the subject tentative parcel map subject to the following conditions: 1. Al-l structures within this subdivision shall be constructed to meet Building 2. The subdivider shall provide separate sewer laterals and separate.water, gas and ' Department requirements .For condominium developments. electric services with meters to each of the units. 3. The subdivider shall sign a written statement to the effect that he has read Section 66427.1 of the Suhdi.vision Flap Act and that he shall make the required notifications to the tenants. 4. All required fees and deposits shall be paid prior to Final !lap recordation. See attached 1i.st. 5. The tentative parcel map approval shall expire one year from the date of the , letter .-. containing the final decision for tentative map approval. cipal Civil Engineer Tim Flanagan, City Engineer c: R. J. and R; R. Toal, Inc. 139 Avenida Navarro San Clemente, CA 92672 Building Department / ' .FEES AND DEPOSITS . . . . . . . . , . MINOR SUBDIVISION NO. '364 LOT 285 LA COSTA MEADOWS 'NO. 2 Final Map check^ Fee Park tn Lieu Fee $ lQO.00 866.69 .. . . Duplicate Tracings Deposit '.' "~'50.00 TOTAL $1,016.69 * * Does not include any fees which my be'requibed by puhlic . utillty agencies pursuant to Condition No. 2. . . Novuber 25, 1977 bmsa Howl*@ CIKpOmtlQn 2551 State Stnot Carisbad, CA 92008 Subject: Proposed Mlnor Subdlvlslon No. 364 Lot 289 of Le Costa Wdo*. No. 2 I q1b - %1as a-ktrc 4, the Carlsbad Munlclpal Code to approve the Tentatlve Parcel Map subJwt to A prellnlnary declslon h8s beon @ad. purswnt lo Sectton 20.24.120 of the following condltlons: 1. All structures wlthlfl this subdlvlslon shall be construchd to meet Bulldlng Oepartment mquirsmntr for condominlum clevelopanmts. 2. The subdivider shall provide separete sewer laterals and sepamie water, gas and electric sarvlceo with meters to each of the unlts. he has read Soctlon 66427.1 of the Subdlvlslon Map Act and that he shall mob the requlred notlflcatlons to the tenants. 3. The subdlvlder shall slgn a written statenent to the effect thet mardatlm. Sea, attached Ilst. 4. All required fees and deposlts shall be pard prlor to Flflel Nsp date of the letter containing the tlnal declslon for Tentatlvs Map approval. 9. The Tentative Parcel Map sppmval shell explre QM) ymr tmm the FINAL MP CHECK FEE PARK IN LIEU FEE WPLICATE TRACINGS DEPOSIT *Does not lnel ude any tees wh lch trey be requl red by pub I IC utlllty apnclas porsuent to Candltlon No. 2, > WILLIAM 5. KROOSKOS 'L ASSOCIATES I W. f. KROOSKOS. CIVIL ENGINEER FOUNOATION ENGlNEERlNG ALVENTON. ENGINEERINGGSOLOGIST ENGINEERING GEOLOGY 4320 VANDEVER AVENUE b SAN DIEGO. CALIFORNIA 92.120 . PHONE 283.6906 August 22, 1977 :1r. Gary' rinans Job XO. 77-5379 iiernosa Eomes, Inc. 2551 State Street Carlsbad, California 92008 SUEJiXT: Report of Site Inspection AUG 2 4 1977 Lots 265, 308 & 347 In accordance with your request, we have conducted site inspections and obtained disturbed samples of the surface soils on the above subject lots located within La Costa rvIeadovs Unit KO. 2 Subdivision. The enclosed report summarizes the results of our inspections, test results of the typical bearing soils, and the recornendations made by our firm for the proper design of the proposed structures to be located on the subject lots. Cur investigqtion reveals that Lots 285 and 308 contain low expansive sandy clay soils. Lot 347 contains high expansive clay soils. .It is ouriopinion if the proposed building foundations are proDerly reinforced'with steel, they will.be suitable for the support of the proposed duplex type structures and the other improvements. This opportuhity to be,of service is sincerely appreciated. : . ., ^. .. .. . ~ a. '. ." , . .. . Very truly yours, M1LLIA:I S. KROOSKOS & ASSOCIATES . ,.. .. .. .. . .. 4, 1- \lillian S. Krooskos .* President RCE 11318 SCOPE : " REPORT OF SI'X 1IJSPEC:'IOIi L3TS 285, 308 & 347 LA COSTA !IA?DOliS UNIT >JO. 2 This report presents the findinqs and results of our site inspections and limited soil investigation at the site of the proposed duplex- residential buildings. It is our understanding that a sinqle story duplex structure will be constructed on each of the above subject lots, utilizing concrete slab-on-grade and wood-frame stucco construction. The plans available for.our use consisted of the grading plans for La Costa Meadows Unit Xo. 2 prepared by Rick Zngineering Company, on a scale of 1 inch = 50 feet, their Drawing KO. 3434. The governing agency number is L5856. Since the sites have been previously graded and a Report of Certification of Compacted Pill has heen prepared by benton Engineering, the scope of our services was limited to the following: . 1. Classify -the exposed surface soils and determine the presence damage to'the proDosed tluplex type structures and the other and effect of any expansive soils that could cause detrimental improvenents. .,. 2. Perform foundation and steel recommendations for proposed 3. Determine 'the safe soil bearing value of the firn; natural footings located in the expansive clay soils. ' . *. .. .ground soils and the compacted fill soils (compacted to at least 90 percent of maximum dry density). .. v. , 1- 4. Deternine any construction problems that may develop at the building site as a result of the soil characteristics encountered. SITE: The three lots under investigation have been previously qraded. Zxisting streets and curbs have been constructed adjacent to the lots. of light tan, clayey sands and Light gray sands. A review o€ the Lots 285 is a cut lot. The soils exposed in the lot surface consist grading plan indicates that up to 20 feet of soil-s were removed to construct this lot. Lot 308 is a cut lot located in hard to excavate nletavolanic rock. , Some clay is also mixed with the rock. - I .. I - __ . ." . Page 2 Lots 285,308 sr 347 2eport of Site Inspection La Costa Meadows [!nit No. 2 Carlsbad, Cali€ornia Job No. 77-5379 Lot 347 is located in a cut area, where approxinatcly 2 feet of soils havc? been renoved. Tlie exposed surface soils in this lot These Clays possess moderate to high expansive characteristics. consist of liyht Srosn to gray-brown clayey sands and clays. FIELD I:TVESTIGATIONS: 3isturbed samples of the rcprcsentative .surface soils were obtained from cach lot and brought to the laboratory for testing. LAEOWTORY TCSTS: - The following tests were performed on the sampled soils in order to properly classify them and to determine their physical and mechanical characteristics. ?4echanical Analysis: This test is conducted on each soil type in made in conformance with A.S.T.:4. 422-54T. The potential expansivity order to deterninc the percentage of grain size. The analysis is of clay soils can be determined from this test, since expansivity is a function of percentage of colloids (fines less than .OOlm): Compaction - Test: The laboratory conpaction test is performed on the Yethod D 1557 ,(four inch diameter mold, five layers, 25 blows each typical natural ground bearing soils in accordance with A.S.T.X. Test !Io. 4 sieve). This test is conducted on the soils in order to layer, 10 pound hamer,.l8 inch drop, using all material passing a determine the:'optimum.noisture and the maximum dry density. The maximum density'represents the value to which it is possible to compact the soil in the field with the proper compactive effort. . Expansion Test: An expansion test was conducted on the potentially expansive soils. This test was performed in accordance with the Ordinance No. 2325, Test for Zxpansive Soils. Expansive soils are rcquirenents set forth in Chapter 6 of the County of San Diego classified as follows: Swell ExpansivTty 0 to 3 Percent -------------- Low Above 12 Percent ------------ 6 to 12 Percent ------------- Ziigh Very Eiqh 3 to 6 Percent --I-----_----- :ledium According to the County of San Diego Test for Expansive Soils, in general, soils that possess a swell less than three percent are considered to be non-expansive. .. C0XLUSIO:JS AND RECOM41EPIDATIOIIS : The following summarized conclusions and recommendations are based on the analysis of all the data and information obtained from the .- . I 'rz- . . ... . . . ". . Page 3 Report of Site Inspection Lots 285, 308 & 347 Carlsbad. California La Costa Meadows ITnit IJo. 2 Job NO. 77-5379 site inspections. This includes our visual inspection of the building sites; field investigations and laboratory tests on thc typical bearing soils; and our general knowledge and experience with thcse soils. 1. Since it is the intention of constructing the proposed structures and othcr inprovements on the exnansive natural ground soils, then it is recorrmendec' that the following work be performed. Lots 285 & 308: ?he soils in these lots possess a swell of from two to six nercent as measured by the aforementioned test. a, The continuous perimeter foundations shall extend a minimum depth of 12'inches into the firm natural ground. The continuous foundations shall be reinforced with at least two 140. 4 steel bars; one bar shall be placed near the top . of the foundation and the other bar shall be placed near the bottorr,. b. The concrete floor slabs of thc structures shall be founded on at least two inchcs thick of granular base materials such ' reconmended that the concrete slabs within the dwelling areas as non-expan-sive sands, crushcd gravel or equal. It is be reinforced with 6x15 - 10/10 steel wire mesh. c:Concretc slabs, such as patios, pool decking, driveways, .., , .sidewalks, etc., and asphalt pavement shall be founded on ,'at least two inches thick of non-expansive soils. .. Lot' 347: .. The soil's in this lot possess a swell of from six to ten percent as measured by the aforementioned test. a. The continuous perimeter foundations shalLextend a ninimum depth of 24 inches into the firn natural ground. The continuous foundations shall be reinforced with at least two 110. 4 steel bars; one bar shall be placed near the top of the foundation and the othcr bar shall be placed near the bottom.. b. 'The concrete floor slabs of the structure and garage shall be founded on at least 4 inches thick of granular base materials such as non-expansive sands, crushed rock or equivalent. It is recommended that the 2oncrete slab in the dwelling area be reinforced with 6x6 -10/10 steel wire mesh. Page 4 neport of Site Inspection Lots 265, 308 .S 347 La Costa t4cadows Unit !;o. 2 Carlsbad, California Job tio. 77-5319 c. Concrete slabs, such as patios, pool decking, driveways, sidewalks, etc., and as?halt pavement shall be founded on 2 inches thick of non-expansive soils. 2. Poundations an2 footinqs of the nroposed single story residential-duplex type structures nav be desiqncd for a raaxinun of 2,000 pounds per scuare foot when followin? the aforcmentioned recormendations. This a1 lowable soil bearing value nay !E increased one-third for desiqn loads that include wind or seismic analysis. 3. Foundations and footings of the proposed structures, walls, inprovenants, ctc., when founded five feet and furtller away fron the to;' oE the compacted fill slones may 1~ of standard proposed foundations and footings arc located closer than five ciesign meeting the requireccnts of the governing agcacy. If feet inside the top of compacted fill slope, they shall be deeoencd one foot bClOb7 a 1.5 horizontal to 1 .O vertical line projected downvard and outwarci fron a point five feet horizontally inside the top of conpacted fill slqpe. 4. The compacted fill soils that occur within five feet of the face of the fill slope possess poor lateral stability, even though of maxirxm dry density or better. Proposed structures and other they have been.certificd to a relative coqmction of 90 percent pool, driveways, asphalt pavement, etc., that are located within improvements such as walls, fences, patios, siclewalks, swimming five feet of the face of compacted fill slope could suffer differential movement as a result of the poor lateral sta5ility of these soils. I 5. Adequate measures shall be undertaken to properly finish grade each lot (after the structures ancl other improvements are in place), such that drainaqc waters from the lots and the adjacent ?ropertics are directed away from the building foundations, footings and floor slabs towards the street or the natural drainage direction for the subdivision. Proper drainage will insurc that no waters will seek the level of the foundation2, erainaqe direction for the subdivision. Proper drainage will footings, and floor slabs towards the street or the natural insure that no waters will seck the level of the foundations, footings and floor slahs which could result in undernining of the bearinq soils and difffrcntial settlement or uplift of the structures and other improvements. This recommendation is during construction could allow water to saturate underneath especially important during the rainy season when poor drainaqe the garage and dwelling slab areas. 6. Any backfill soils placed in uti.lity trenches or behind retain- as patios, sidewalks, driveways, pavement, etc., (other than ing walls which suoport structures and other inprovernents, such 4 1 Page 5 Eeport of Site Inspection T,ots 285, 308 & 347 La Costa ??eadows 'Jnit .io. 2 Carlsbad, California Job ?GO. 77-5379 landscaping) shall be compacted to at least 90 percent of maxirnun dry density. I. Future swiming pools and appurtenances, and/or other subsurface structures that are founded in potentially expansive clay soils shall he properly designed and reinforced with steel following the recommendations of a structural engineer or soils engineer. E. All of the other recommendations sulnriarized in the Report of Certification of Compacted Pill by Benton Engineering dated September 1, 1971, tl~eir Project IJo. 71-2-241), which have not been enumerated and/or modified herein shall be applicable for the proper clesicy~ of the proposed structures and the developmnt of the site to receive the contemplated improvements. The conclusions and recommendations made in this report were,obtained from site inspections and tests performed by our firm. They are applicable only to our services during this time and are !.?e are not to he held responsible for subsequent chanqcs made to representative of the site at the tine our report was Frepared. the site b!! qthers which directly or indirectly causes poor surface drainage and/or wafer erosion. If you 'have any questions concerning our report;please do not hesitate to call us. This opportunity to be of service is sincerely appreciated. Xespectfully subrL1itted, WILLIAM S. iiROOSiiOS h ASSOCIATES J-u ooskos 7 President RCC 11318 , c i i INSULATION CERTIFICATION with the current energy regulations, California Administrative code, This is to certify that insulation has been installed in conformance Title 25, State of California, in the building located at: SITE ADDRESS EXTERIOR WALLS Owens-Corning and Manufacturer Johns-Manville Thickness/Type 3%'' Friction R-value11 CEILINGS fi Owens-Corning and ~~tt~: ~a~~facturerJohns-?~anville. Thickness/Type 6'' Kraft R-value- Blown: Manufacturer - Thickness/Type R-value- Wt. /Bag Sq. Ft. Covered R-value- 19 FLOORS Manufacturer Thickness/Type R-value- GEN~RAL CONTRACTOR LICENSE # BY TITLE DATE LICENSE # 221517 C-2 BY TITLE Vice President DATE CITY OF CARLSBAD BUILDING DEPARTMENT (714) 729-1181 CERTIFICATION employ any person in any manner so as to become subject to the workers' compensation I certify that in the performance of the work for which this permit is issued I shall not laws of California. If, after making this certificate, I become subject to the workers' compensation pro- visions of the California Labor Code, I will forthwith comply with Section 3700 of the Labor Code. shall be deemed revoked. I understand that if I fail to comply with the workers' compensation laws, this permit firm or company, to do all or part of the work for which this permit is issued, I shall assure I further certify that if I should contract or subcontract with any person, including any compliance by that contractor or subcontractor with Section 3800 of the California Labor Code. SIGNED: PRINT NAME AND TITLE: JOB ADDRESS: bih kW"r DATED: LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name: Hermosa Housing Development Phone No. 729-7964 ~~ili~~ Address: 2551 State Street Carlsbad,CA 92008 Service ~adress:~&t;)?~ Anta Court Tract Description: La Coast Meadows Unit #2 Lot 285 Type of Building: Duplex No. Units __ Connection Charge1 ,X)O.oo Lateral Size: 4" __ 6" __ 8" __ Saddle: __ Extra footage: @$ Easement Connection - Extra depth: @ '$ Lateral Charge 255.00 Total 81.1465.00 How Paid ck# 7/06 Date Paid 6lWl Rec'd by 5. Ueibert A, 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 main collection line in the street (or easement) to the point in the street (at or near District. The service lateral is that part of the sewer system that extends from the the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicanb. 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 HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR 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 use of the property, single family, multiple dwelling or commercial.. Non-payment of sewer service charge, billed bi-monthly in advance. The rate will be governed by the necessary. the sewer service charge is subject to a 5% penalty per month, plus disconnection if The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated: X!-, b.3- 6/8/7 er's Signature Date 6902 Account No.