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Home My WebLink About2813 ESTURION ST; ; 81-26; Permitpw USE BALL POINT PEN ONLY. 1200 ELM AVENUE - (714) 438-5525 . - CITY OF CARLSBAD—BUILDING DEPARTMENT APPLICATION & PERMIT . APPLICANTTOFILLININFOR - NATION WITHIN RED LINES. -• NO. - . ru1 ei' JOB ADDRESS . AV ST. A? P E cONTRAcToR - . DATE O APPL ATION ' . '/2i /r/ PERMIT NUMBER . . - - OWNER OWNER'S PHONE &i,Vs7ZOQ/ STATE LIC ISIS 4d OWNER'S MAILING ADORES - 7 —qf Ct/rrrnt CONTRACTO S DRES .. , y/4/ CONTRACTOR'S - - - - / Nol Valid Unless Machine Certified, - ELIENSE 1J N Ass7ORsPARCEL No DESIR c OESCRWTION h1f/ //4' 7 DESIGNER'S ,7ShJI_T, CENSUS TRACT GP LAND USE ZONING RES. UNITS , PARKING SPACE BLDG SQ. FT. - BLDG USE . -.-. 0CC. GP - . STANDARD PLAN S - - PLAN ID S TYPE CONST . . 0CC. LOAD - -• - - - ' -. 40 - AMT. CITY. PLUMBING PERMIT AMT, QTY. MECHANICAL PERMIT EACH FIXTURE TRAP 2O— 171 INSTALLFURN_DUCTSUPTO100000BTU EACHBUILDINGSEWER J'. - - _OVER 100,000BTU / EACH WATER HEATER AND/OR VENT . 2...- BOILER/COMPRESSORUP TO3HP EACHGASSYSTEM I TO4OUTLETS BOILER/COMPRESSOR3-15-HP EACH GAS SYSTEM 5 OR MORE BOILER/COMPRESSOR1630HP EACH INSTAL., ALTER. REPAIRWATERPIPE VENTFANSINGLEDUCT - EACHLAWNSPRINKLERSYSTEM MECHEXHAUST -HOOD/DUCTS WATERSOFTNER ._- ' RELOCATION OF EA FURNACE/HEATER BUILDING PERMIT Cc' , -- .c9.&'- SIGN PERM r["-- I_I - - TOTAL PLUMBING - CONTRACTOR ' - - TOTAL MECHANICAL . - - CONTRACTOR - - PLAN 9tfc/ffO 'IG ALLIP4L1WVEPERMIT an' ELECTRICAL PERMIT AMT , MOBILE HOME PERMIT AMT TOTAL bL __ _Ji.-- I k1l.Y mop lit NEW CONSTEAAMP/SWT/BKR -2."_- /. AWNING ... : MECHANICAL - 1PH,25 _3,PH . PORCH -. --. - - MOBILE HOME - ' - EXIST BLDG EA AMP/SWT/BKR . SET-UP - . - . -. SOLAR 1PH _.25 3PH . RAMADA,CABANA REMODEL/ALTERPERCIRCUIT . —. FENCE OVER 6' - TEMPPOLE.200AMPS '. . TOTAL MOBILE HOME . ,. - MICa-FILM - - OVER200AMPS _471W TEMP OCCUPANCY (30 DAYS) ' k0- TOTAL ELECTRICAL - - CONTRACT OR _--..' _... ---- , . - - TOTALFEESPAYABLE - .._________ - - s._-_ •. ._- I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS IsSUED:To COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. 1. ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM. LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER - 5-0" DEEP AND DEMOLITION OR CONSTRUCTION OF - - STRUCTURES OVER 3 STORIES IN HEIGHT -' . - - - •. - . Al APPkt1I5ANT1S SIGNAT OWNERO CONTRACTOR Ar, NT 0 BY PHONE LA KA LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of OMsion 3 of the Business and Profes- sionsCode, and my license Is In full force and ef- fect. OWNER-BUILDER DECLARATION Dl hereby affirm that I-am exempt from the Con- tractor's tractors License Law for the following reason (Sec. 7031 .5 Business and Professions Code), Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to its Issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). .. - Dl, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or of- - fered for sale. If, however, the building or Improve— ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale). - Di, as owner of the property, am exclusively con- tracting with licensed -contractors to coQstiuct the project (Sec. 7044, Business ai Pr ns Code: The Contractor's License L4bap. ply to an owner of property t.hojuL m- proves thereon, and who conIractslorro- jects with a contractor(s) license pIYE he contractor's License Law), I am exempt under Sec.__. - for this reason - Date ______________ Owner WORKERS' COMPENSATION OECLARATIOI I hereby affirm that I have a certificate of con- sent to self-Insure, or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code). POLICY NO. - COMPANY OCopy is filed with the city. - OCerilfied copy Is heresy furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- mit is for one hundred dollars ($100) or less). I certify that in the performance of the work for which this permit Is issued, I shall not employ sy_ person In any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Cer- tificate of Exemption, you should become subject to the Workers' Compensation provisions of the Lab& Code, you must forthwith comply with such provlsioiidor this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hrebyaifirm that there Is a construction len- ding agency for the performance of the work for which this permit is issued (Sec. 3097, Civil Code). • SITE ADDRESS OR PERNITT NO 7 F!ELDINSPECTION RECORD INSPECTORS NOTES INSPECTION DATE INSPECTOR - • - WOOD FLOOR ______ . FOUNDATION • FORMS • SET BACK • TOILET •? UNDER FLOOR PLUMBING UNDER FLOOR HEATING - - OKTO INSTALL SUB FLOOR • .- ' *_• ' S -'--• .-•. ; --- S J - SLAB FLOOR - UNDER SLAB PLUMBING - FOOTING • FORMS • SETBACK • TOILET OK TO POUR CONCRETE - FRAME ROUGH ELECTRICAL - ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME-OK * PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK. PLACETAPE - EXTERIOR LATH OK. PLACE STUdCO -- - FIREPLACE - -.-' DAMPER&STEEL PLATE TIES/HEIGHT OF CHIMNEY OTH - p TEMPIOWER(POLE) -SEWER' GAS TEST - - - - - SWIM POOL. STEEL BONDING PRE DECK - . FENCE PREPLASTER SHOWN -.FRAME -- - .5.. S-_s 5 - • S - - •RAN 1- -- FINAL INSP BY BLDG DEPT - - - --- - OTHER DEPTS5REQ COMPLETED . ELEC-.f,iETER-:PERM-TEMP - :- - - GAS METER-PERM-TEMP CERTOF OCCUPANCY ISSUED - .- --- - - - c - INTERDEPARTMENTAL INFORMATION SHEET Uu.LDING CEIV ED JAN 21 PLANNING DEPARTMENT - I, I ZONE LOT SIZE. LOT WIDTH_________________ UNITS ALLOWED _UNITS PROVIDED___________________________ PARKING SPACES REQ UIRED PROVIDED_______________________ % COVERAGE ALLOWED (/.QC/0 PROVIDED OfL 3< BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SEjrBACK: V ALLOWED • PROVIDED OL.. Ill • INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ X61Vl1f'7 - ADDITIONAL COMMENTS: ftlfi • j: '4'V 4i2 C // Thlllt OK TO ISSUE:YTE )/OK TO FINAL DATE -f 4 ENGINEERING DEPARTMENT R.O.W. INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION DRIVEWAY LOCATIONS__________ GRADING PERMIT EASEMENTS DRA LEGAL DESCRIPTION 35-'J j )2i& ADDITIONAL COMMENTS OK TO ISSUE: JJVJfi,L FIRE DEPARTMENT SPRINKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS • EXITS____________________________________ FIRE HYDRANTS LOCATION_______________________________________ ADDITIONAL COMMENTS OK TO ISSUE: __DATE OK TO FINAL DATE - WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET • DAI'E_________________ SENTON ENGINEERING, INC. . ' . APPLIED SOIl. MECHANICS - FOUNDATIONS . IJ 3540 RUFFIN ROAD SAN DIEGO CALIFORNIA 92123 1 February 20, 1981 to PHILIP HENKINO SEP4TON PURSIORNT • CIVIL ENQINIER - - TII.IPHONE (714) 505.I955, Plumb Construction 6.394 Rockhurst Drive . . . . . .. San Diego, California 92120 Subject. Project No. 81-1-23M Moisture Contents in Subgrade Soils Lot 548 of La Costa Meadows Unit No. 3 Carlsbad, California - Gentlemen: This is to report the results of tests to determine the moisture contents of the soils in the upper three feet below finished grade in the proposed building area at the subject site In Carlsbad, California - The soil samples were obtained on February 19, 1981 and the results the moisture determinations are.-presented as fqlloi rd . c c' - ,70 cated October 19f1 1l Approximate Depth Below Moisture Location of Existing Grade ,,Content - Samples (in feet) , (% dry wt) 'Northeasterly portion of proposed building area 1.0 J9.8 2.0 •, .. 9,;3, 30 Southwesterly portion of proposed building area 1.0 14.5 2.0 HoN2s:7) 1553 30 15.9 It Is concluded from the field observations of the various soil types and thefinol results of . the moisture determinations that the soils in the upper three-feet below finished grade at the locations sampled have been sufficiently moistened to minimize the potential expansion of the soits, as recommended in our report under Project No 71-7-17D dated October 19, ' 197-2. . . . . It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally, should be provided around the perimeter of the house in landscaped areas Drainage systems J , . .-A I ) I ,I It I - .-1 ,! 10 17 oad October 1 Plumb Construction . -2- February 20, 1981 Project No. 81-1-23M . .......... should also-be provided to collect all runoff from roofs and conduct the water in watertight pipes either Into the streets or storm drains. All surface drainage shouldbe prevented from ponding adlacenttoor running over the tops of slopes. Inlet boxes and watertight pipes should be to comply with the above requirements. . • . necessary . Respectfully submitted, BENTON ENGINEERING, INC .5,'. By LC. Remer Reviewed by Philip H. Fenton, t. • RCE No. 10332 . S • Dlstrbutlon (3) Addressee RCR/PHB/lr S & '7 4 • . •...• t S . J H '.5 4 5 1 t' i 55 S I. BEN. ON Eru..i R 5. INC. i ... • . BENTON ENGINEERING INC .• APPLIED SOIL MECHANICS - FOUNDATIONS - . * '-- . 6741 EL CAJON BOULEVARD -',.- - SAN DIEGO. CALIFORNIA 92115 :.. F PHILIP I1LNKING BENTON L 10 1972, '. •. SAN DIEGO.. 583.5654 PRESIDENT . CIVIL GIN(( October I 1, , LA M(.t, 469.5654 La Costa Land Company Costa Del Mar Pcc'd Rancho La Costa, California 92008 Subject: Project No 71-7-17D Grading Permit 'No. L.5930 Final Rort on Compacted Filled Ground An d Cla.sificahon of Soil Conditions Lots 413 to 584, inclusive And Cc..rain Street Areas La Costa MecidowsUnitNo. 3 - • . C}lsbEd'California - Gentlemen This is to report the results of tests and observations made in order to inspect the corpcction or filled ground p12ced on certain areas of La Costa Meadows Unit No 3 in Carl:bcd, California, formerly a o.-;ri of the County of can Diego. The fills were placed during the period between July 15, 1971 and JulyT20, 1972.. •V - •.• . VV V The jipproxirnate areas dnd depths of filled grdund placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No 1, entitled 'Locctioi1 of Compacted Filled Ground." The grading plan used for the placement ol filled £rourld was prepared by Ric' Engineering Company and approved March 15,,,19'71. The approxime tocation at which thelests were takn and the Final test su I ts are prcs:nted . V on pages 1.-i to 1-26, inclusive,' under th "Table of Test Results." The laboratory dote uminci-- V tions of the maximum dryV doncitiesand optim'um mostiire contents of the. major fill materials are presented on pages T-27 and 1-28, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results"' were ombinations of these. Thetesis were taken during the .,weekly periods indicated below V Test Number V . Week Ending I td 4, Inclusive' V V July 17, 1971 V V • V V V V •VVVV . 5.Lo. 21, Inclusive . : July24, 1971 . •• •• V • V * . 22 to 35, inclusive V August 71 1971 • V V * •. • 36 to 63 inclusive ..: V V August14, 197.1 V V V 6410 113, Inclusive August 21, 1971 .114 to 153, indUslve V August 28, 1971 - V 154 to 218, inclusive , September 4, 1971 V • 219 lo 275, -inclusive . . V September 11, 1971 • V 276 to 318, inclusive September 18, 1971 319 to 360, Inclusive - : -September 25. 1971 - - V oloct No 71-717D . October 19, 1972 costa Land Company Test Number Week Ending 361 to 404, inclusive- October 2, 1971 405 to 456, inclusive October 9, 1971 - 457 to 507, inclusive October 161 1971 508 to 5381 Inclusive October 30, 1971 539 to 570, inclusive November 6, 1971 '. .. 571 to 621, inclusive November 13, 1971 " 622J6 675, inclusive t November 20, 1971 676 f; 701, inclusive November 271 1971 -; 702 to 771, -inclusive t - December 4, 1971 '.772 to 835; inclusive .. ' "' December ,11,: 1971 836 to 905, inclusive I December 18,-'.1971 906 to 924, inctusive December 25, 1971 ,. 925 to 930, inclusive July 15, 1972 '931. to 935, in'ckisive ,July22, 1972 . - - ' •• -• . •- - - -. - - The inal rcsults'of testscnd bseriationsindicte that the 'ompacted filled ground has been placed at 90 percent of the maximum dry density or g'eater. It has been determined Ihar the fill materials, com'actcd to 90 percent of the maximum dry density, have a safe bearing vaije of 19 .i 30 ponds er square foot for one Foot wide continuous *footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes If footings are placed closer to t-h exposed slopes than 5fcet inside the topof'compacted filled ground slopes, these should be deepened oe foot below a 1 1/2 horizontal to 1 vertical line proeced outward and downward from 6-point 5 feet horizontally inside the top of compacted filled rburd slopes'. Tests indicate thattho cmccted filled ouridis adeqOatè to satisfactorily • 'support the proposed wood frame dwellings without detrimental settlements. Expansive clay, silty clay, and sandy clay soils w'ere,placea in the upper, three feet in certain co rnpactd fill areas andalso exist in the' upper three feet below finished gradeiñ' certain cut ared. The final classificaHon of the soil cnditions existing on each iot'are presented as -- foflov,s: , . - , .• , - - .'. ., ' " Type :A - Critically Epansivd Soils , 1 Lots Lots 413 t6430, inclusive . ", '531 to 534, inclusive •' -. 432 to 435/ inclusive :536 to. 540, inclusive • ' '437-t-441,.1nclusive • 543 to 552, inclusive 450, inclusive 554, 556, 5571 558 -452 to 454, incluivo 563, 564,'570, 574 459 to 466, inclusive . ' -. 575,. 576 • '470 to 487,. Inclusive .- • 578 to 581, inc lusIve 489 to 510, inclusive / . . • • -. • 584. . , . ' • 512 to 527, Inclusive .•• ' .. ' -' • .' ' • , • ... "- - - Ft." •' , • •. . , t • - , . . '' . " • ' _,•• ; . • ' -• •, I,. • - , t - - :11CCT INO • li-I Il LI 1 7, Ill a Costa Land Company Type B - Marginally Expansive Sods Lots Lots •'. i - - - I - 431 and 436 - 528, 529, 530, 535 442-to 445incIvsve 542, 555, 560,•565 V. 451 455 to Thclusive 566, 568,569, 571 467to469Tbclusive -• .572 and- 573: .• 488, 511 - Type C - Nonexpansive Soils _4 1 Lots 541, 553,,'569,1561','562 567, 577, 582, and 583 1 VS It is recommended that thc following special des gn and precautions b5 taken for the.houses to be* c&twcfed on the above lots in order to minimize the.oshle damagingeffecs due to differential movements of the potentially exj5arsive soils: - ' • 4 Type A Lots - 1 'Avoid the use of isolated interior piers: Use continuous interconnected reinforced footings throughour, and plcce these at a minimum depth of two feet' below the lo1'e.st ad1acent e.Jerior Final ground surface. T:' 2.- Reinfrce and interoinect con}inuouly with steel ba is all interior and -. exterior footings with one 5 bar at 3 inches above the bottom Of the ,. footings and one L'5 bar placed 1 1/2 inches below the top-of the stems - - of the footings. Exercise, every effort to assure that the moisture content of the soils in * RLiaR7 the uppr 18 inches beIowfinished grade isi percent to 3 percent greater V R?o,vi than bptimurn at the time of placingfouiidctions and slobs. V Raised wooden floors tha& span between cant iiuous Footings are best, or use concrete slabs with at Ieast'6x6 -10/10 welded wire reinForement and a V minimum of 4 inches of crushed rock 3/4 to 1 inch in size •bneath all , V •• concrete slobs. A moisture barrier should be providedover the crushed rock • V V • , V and this should be cdvorcd with 2 inches of sand below concrete slabs: V Separate garage slabs- from perimeter footings by a 12 inch thickrics of V construVction felt or equivalent, to allow independent movement o. garage V V V • slabs relative to perimete-r footings. ,Asuro cornpk to, separation by extending V • the felt over the full depth of the front thickened edge of thd garage stab. V •• Also, cut off the garage' door stops at 10a3t- 1/2 inch above the slag. • - • • V • - 'V - • • S - 'V V V - • - • -- •V - • V V - r.Irlk1trflt,Ir. .jr - - V Pro1cct No 71-7-17D October 19,.719742 'La Costa Land Company Provide positive drainage away from alIperirneter footings with 'a / 'vertical fall of at least 6 Inches in a hohzcntal distance of 5 to - 6 feet outside the house walls S f S/7 P £ A AJ PS- 7-4/z Type Blots Those lots listed as Type B lots should follow all the above-listed recommendations with the two following exceptions:, •., - .- The continuous footings may be placed ala minimum depth of 18' ' inches below the lowest adjacent exterior final ground surface rather 'than the two feet recmrnended for Type 'A lot;; . Single 4 bar placed as ,dir'e'c ted (above) near tops and bottoms of all interi'or and exterior foofinjs may be substiftited for the #5 bars , recommended for Type A lots. Pec'ommendottons 3 to 6, inclusive, as tisteJ for th Type A lots, are also applicable to the Type B lots Only noi)exars.i/e sofl co.ditions 'Were obered in fhe'üpper three fee on tba Tyre C lots * and therefore specially designed footings and slabs will not be required on these lots Respectfully submitted, , - -- - bENTON ENGINEERING, INC. R.C. Remer -.'- 1, - - / ) 4 Reviewed by _ FhiIipN Benton, Civil Engineer . -. ,• .- - A. 4 1 Dtstr (4) Addressee (1) Rancho La Costa, Inc. Attention Mr. Burton -L. Kramer Rick Engineering Company ; (2) San 'Diego County Building lnspoctlon, Vista Office Departrnont. of- County Engineer :- ' (1) Attention Mr H M Taylor (1) Atentior: Mr. Joc Sovella (2) CityofCarlsbad - '- RCR/PHB/cw - - * - lf ' = :- ••' - IV, e, ~7-1 .-: C J - L .. t •p .- -. — - -'--_- - . — -W '- ..-... ....-. -. . 't-• -• .- - . .'...- - .--..- .. .. -..-- A zC gi !z? fk 31 J'1 i: : 'T-- ), Mi - ..• ..-. . .. . .. - •• :4..-.. - I * AA A A .AA AA AA A AAAA AAAAAAAAAAA&AAA T rrtif i r at o (Irruiaitq.. ..••. - 1 . .. CITY OF CARLSBAD ,.. ! This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifies that at the time of issuance this structure complies with applicable ordinances of the • City regulating building construction use. . . .,. Single Family Dwelling ..-. ., ..., R1 -26 Dwelling - use U5iUu1i1 - -' -0109. rerTnlr No. — - Group Type Construction Fire Zone_____________ Use Zone 4 Occupant Lood ..' . . . .. Owner ofBuiIding -Pa UROdk1fl dréss'7S99 ClomCircle Building M fl dress8 t11110 Carls bad ,-CA920O8 .. . By Datl 9-.] 6/-81 . t / NOTE Alterations chcng.s additions or chon9.I'6foccuponc/nulhfI.s this certificate (Pest in conspicuous ploc.) -e . - ;. .. - • •. ..• .--- •--..--. . - - -'-:- - - - - • I ..._;-- 4.- --.- - / ••-' A. •' -' ' -::.-i-___;::-4 _ z-j'-.- " - LEUCADIA COUNTY WATER DISTRICT - APPLICATION FOR.SEWER SERVICE Owner's Name Richard Haraksin Phone No. 7480587 Mailing Address 13342 Aubray:St Poway Ca 92064 Service Address:. 2813 Esturian - PECET C EÜID .P 91,,.ti. Tract Description: lot 548 La Costa Meadows - ULDING PERMIT MUST BE APPLIED FOR Type of Building s.f No. Units 1 Connection Fee.$__600.00 Lateral Size: 4" -- 6" - 8" Saddle Easement Connection pre-pd (200.00) Extra Footage: @ $________ Etra Depth: @ $. Iatera1 Fee Amount Rec'd r t d S Ck. No/,CasIf-s?-jpgQ, ora ewer Da te Q-L . Service Fee Tota l Recd By o a - ., The application must be signed by the owner (or his authprized reprsentative)of the property to be served. The total charges must be paid to the Districtat 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 extendsfrom 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: appli- cant's plumbing to the point in the street (or easement) where a connectionis made to the service lateral. The connection, of the applicants building sewer to. the service late-al shall be made by the applicant at his expense The connection must be made in confofmuty with the District's specifications, rules and regulations; and IT MUST BE INSPECTED ND APPROVED BY THE DISTRICTBEFORE THE SEWER SYSTEM MAYBE USED BY THE APPLICANT, THE APPLICANT OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT ATTHE TIME INSPECTION IS DESIRED ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year There will be no additional fee or refund if service actually comences on a different date For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property7 taxes The undersigned hereby agrees that the above information given is correct and agrees i. to the conditions as stated Owner' Signature 91111,~.179- Date . Account No. Assessor's Parcel No. 215-380-07