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HomeMy WebLinkAbout2600 ARGONAUTA ST; ; 77-8668; PermitMODEL.NO. A i 8 Class of work: EW 0 ADDITION OALTEAATION 0 REPAIR 0 MOVE 0 REMOVE 10 Change sf use from "I i NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING.HEATING.VENTILAT1NG OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. TlON AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS.OR IF CONSTRUCTION OR WORK ISSUSPENDEDOR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- I HEREBY CERTIFY THAT I HAVE REA0 AND EXAMINED THIS APPLICATION AN0 KNOW THE SAME TO BE TRUE AN0 CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERElN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVk AUTHORITY TO VIOLATE OR CANCEL THE CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING WHEN PROPERLY VALIDATED IIN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH .r \ INSPECTOR TOTAL FEES $ cf53-, PLUMBING PERMIT APPLI CONSTRUCTION OR WORK ISSUSPENDEO OR AEANDONED FOR A 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 GlVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK ,VALlOAUQ& CK. M.O. M.O. . CASH ." .I ;: .. . <,.:2<,3"- . ' . ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 7 7- 9 I 4pplicant to complete numbered spaces only. Permit No. 6 i '2'\ _, I ; \ 7 8 Clau of work: 0 ADDITION 0 ALTERATION 0 REPAIR 9 Dncribs work: USE OF BUILDIN0 n. I - r.. '! SIGNATURE Of OWNER ilF OWNEW BUILDER1 TOTAL FEES IDATE, I 5 ,I, I <" PLAN CHECK VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT CK. M.O. CASU PERMIT VALIDATION CK. M.O. CASU SWIMMING POOL WIRING, NO INCREASE IN SERVICE CONSTRUCTION OR WORK ISSUSPENDEO OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM APPLICATION AND KNOW TUE SAME TO BE TRUE AN0 CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TEMP. SERVICE OVER 200 AMP. PER 100 ISSUANCE FEE 3 , INSPECTOR TIME: DATE: OWNER 0 REINFORCING STEEL n TEMPORARY SERVICE 0 MASONRY 0 ELECTRIC UNDERGROUND n GROUT. GUNITE 0 ROUGH ELECTRIC 0 FLOOR AND CEILING FRAME 0 POOL BONDING 0 SHEATHING ElLlNG HEAT 0 EXTERIOR LATH INSULATION OKE DETECTOR INTERIOR LATH OR DRYWALL MISCELLANEOUS n UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 PATIO 0 TOP OUT PLUMBING 0 SIGN 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 FINAL 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL ~~ ~~~ 1 - READY FOR INSPECTION: UESDAY 0 WEDNESDAY 0 THURSDAY FRIDAY 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BY PERSON TAKING REPORT REQUEST FOR INSPECTION TIME: 9'. /o INSPECTOR 69 b PERMIT NO. DATE: 2- 2q- 73 OWNER 1hb ADDRESS 266 ~AG~Y-~LICA Si. r~ W - BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT. GUNlTE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 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 EATER FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.I. 0 SMOKE DETECTOR MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS FINAL READY FOR INSPECTION: 0 MONDAY OTUESDAY OWEDNESDAY OTHURSDAY SPECIAL INSTRUCTIONS - REQUESTED BY PHONE NO. a42-y377c PERSON TAKING REPORT ~~ ~ ~ ~ ~ / DUPLICATE Dote ._ a.<i Ggned 4s 465 SEND PAR15 1 AND 3 WllH CARBONS IMln. POI” lei 110 yn, .Pus PAR1 3 WILL 8E RElURNED WllH REPLY. .. BUILDING v 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT. GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING n INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL I PLUMBING I 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PLICO fl 0 TUB OR SHOWER PAN x GAS TEST z ' O'WATER HEATER 0 FINAL 0 TEMPORARY SERVICE // 0 ELECTRIC UNDERGROUND 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.I. 0 SMOKE DETECTOR 0 FINAL L 1 " MISCELLANEOUS PLENUM AND DUCTS 0 PATIO 0 SIGN (=I GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL READY FOR INSPECTION: OMONDAY OTUESDAY OWEDNESDAY- FRIDAY PAW I & P.M. SPECIAL INSTRUCTIONS /I (1 LJk 1LLTn REQUESTED BY J4dQ b"@L PHONE NO. qar,-43s/. PERSON TAKING REPORT Ma. 6 INTERDEPARTMENTAL INFORMATION SHEET RE c E IVE D BUILDING DEPARTMENT BUILDING ADDRESS: DATE :- CITY OF, CARLSBAD PLANNING DEPARTMENT ZONE t- I LOT SIZE LOT WIDTH /> UNITS ALLOWED / UNITS PROVIDED / PFoLING SPACES REQUIRED JOVERAGE ALLOWED + PROVIDED PROVIDED -7 2, BUILDING HEIGHT ALLOWED 77 PROVIDED I( FRONT SETBACK: SIDE SETBACK: REAR SETBACK: ALLOWED 7 - /J PROVIDED ] 7 ,/# INTRJJSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: I\ * %-e7 <,’! I ENVLRONMENTAL PROTECTION REQ: ADDilTIONAL CO ENGINEERING DEPARTMENT @-y-77 R.O.W.HST INDUSTRIAL l”iwc WASTE /v / A IMPROVEMENTS SEWER CONNECTION /. DRIVEWAY LOCATIONS&&~~, ~e(7-e~ I;AINAGE-u& ONAL COMMENTS FIRE DEPARTMENT SPRIXKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS OK TO ISSUE: DATE OK TO FINAL DATE ,WATER DEPARTMENT - CO~~~CTION LIST .'. CITY OF CARLSBAD * BUILDING DEPARTMENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN *WARNING: PLAN CHECK FEES: 'Where no action is taken by the applicant in 120 days, and no building permit is Job Address: Owner Contractor: 0 Engineer Occupancy Type of Construction Valuation Basic allowable bldg. area 1st Floor 2nd Floor 3rd Floor ,I 4th Floor Allowable Increase Due to grade to bottom of floor joists REQUIRED PLANS w pier size, spacing and depth, into undisturbed 1. Plot Plan 6. Structural Details 2. Foundation Plan 7. Elevation Plans w girder size, spacing and direction. 3. Floor Plan 8. Roof Plan oils report on plans. 7? Pd/.:*.d 4. General Framing 9. Index Sheet positive drainay away from footings on site 5. Foundation Details TO THE APPLICANT 29. Specify minimum 18" x 24" access opening. 30. Where expansive soils ex$, planters adjacent to found- A. Correct Plans where corrections has been circled. Flag 31. Specify underfloor ventilation equal to 2 square feet B. Incomplete, Indefinite or Faded Drawings or Calcu- for each 25 lineal feet of foundation plus one opening C. Required Enqineer's or Surveyor's Calculations or 32. Step footings when slope exceeds 1: 10. ations are not recommended. Corrections. lations not acceptable. within 3' of each corner. Plans shall be signed in ink. D. Reverse Plans may not be used. Provide correct Plot FRAMING Plan, Foundation Plan, Floor Plan and Elevations. E. The approval of plans and specifications does not 33. Provide typical framing details. permit the violation of any section of the Building 35. Specify fire blocking at floor, ceiling cove and mid- 34. Specify all lumber grades. Code'or other City, County or State Law. height of walls over 10' in height. GENERAL 36. Show diagonal bracing at each corner and every 25 feet of wall. ~~~~~ 1. Submit fully dimensioned Plot Plan, drawn to scale, 37. Clarify bracing of wall. 2. Show all existing and proposed buildings on Plot Plan. 3. Show correct legal description on Plan. 39. Double floor joists or 4. Show all Off Site Improvements, Driveway Approach, including all easements on property. 38. Show size, direction and spacing of floor joists in are overspanned. Light Standards, Fire Hydrants, Water Meters, Sub 40. Specify header size for openings over 4'. Show double Structures, Trees, etc. 5 Correct Lot Dimensions. beam under parallel partitions. headers on edge. 41. Insufficient beam size at /t+#rvey ' . ' &fl& Y$,&v&, not parallel. 4'0.C. Driveway. ow existing and finish contour lines. 42. Provide rafter ties where ceiling joists and rafters are 8. Indicate all grading to be done. 9. Indicate Elevations of Garage Floor, and Street and 43. Indicate rafter size, span, spacing and direction. 44. Show purlins on edge and indicate size. Same size as fl 10. Indicate Centerline and Edge Profile of Driveway. 45. Brace roof framing to partitions. rafters minimum. , Slope of driveway not to exceed 15%. 46. Indicate solid sheathing and 2 x 6 or 3 x 4 studs on . La Costa approval required. 47. Show section through 2. Indicate flow lines for disposal of surface water. ?% first floor of three story construction. 13aSan Diego County Health Dept. approval required. 48. Show planter box details and water proofing, Sec. 13bShow all requirements for handicapped. U.B.C. 2517 C7. 13cL.C.W.D. sew&-&ceipt required. 42-X 52. Specify 2" minimum clearance between chimney and 13dCoastal approval letter required. framing. 14. Carry water from 53. Specify post protection when bearing on concrete. Section 1711. 51. Provide typical chimney details. under sidewalk through curb into street with cast 54. Provide parapet details. iron pipe. 56. Specify inspection class 15. Provide engineering calculations for required for 58. Provide drip screed 2" below mud sill. c e. 59. Indicate how required structural and fire resistive ovide engineer's- report. i"' F&Lo& integrity will be maintained. Where penetration will ading permit required. be made for electrical, mechanical, plumbing and e Dept. approval required. communications conduits, pipes and similar systems. cify concrete mix @ 2000 P.S.I. minimum. Section 301 D. 20. Dimension footing sizes and clearance from grade. 60. Clarify dimensions at 21. Show depth of footings below natural or undisturbed 61. Show window type, sizes and locations. 22. Indicate pressure treated foundation still, or equal. 23. Show foundation bolt size, spacing and penetration (1/10 floor area . 12 square feet min. except bath. grade. 62. Light and/or ventilation inadequate in into concrete. %" x 17" for masonry. room). **MATF TN MARGIN WHERE CORRECTIONS HAVE BEEN MADE 1 - vertical clearance and 110. Indicate material to be used and location of sewer line. (If V.C.P. use flexible compression joints only.) 11 1. Show two way clean out in yard box with 5’ of build- tfizontal clearance from range top to c bustibles. dicate attic scuttle (22” x 30” min.) I 2,’ .I ovide draft separation for attic areah-excess of ing. pm.. < 4 2500 sq. ft. 66. Separate area between dropped ceiling and floor above ELECTRICAL 67. Specify stall shower min. width 30” minimum floor to 1000 sq. ft. max. 112. Provide minimum 100 Amp. service. Condos require area 900 sq. inches. 68. Specify wall finish in shower area not to be adversely affected by moisture to 6’ above the floor, and provide shatterproof doors. 0 Amp. panel for each unit. ow meter and panel location. ow fire warnings systems centered over stairs. 69. Water closet area minimum width to be 30”. 70. Show material to be used under tile. 71. Openings closer than 114. Indicate furnace size, locations & registers and return 72. Show ceiling height. 115. Indicate heating equipment in accordance with chapter 73. Show lateral cross bracing at garage plate line. 7 of Uniform Housing Code. 74. Show bedroom window as exit, section 1304. 116. Specify heating, air conclitioning and ventilating equipment. Installations to comply with the uniform mechanical code. MECHANICAL to property line shall be of hour construction. air. (Size) ELEVATIONS F-1 A. Access nilidate attic ventilation per section 3205 (c) F. Ducts ow all eave overhangs and construction details. ion chimney height above roof. (2’0” above 78. Indicate finish and natural grade to property line. roof withing 10’0”). B. Location G. Ladder & Light C. Combustion Air H. Engineer’s D. Venting Calcs for E. Return Air Roof Loads 79. Show exterior wall finishes. 80. Indicate 15# felt or equal on exterior walls. ROOF 81. Note roof pitch. 82. Indicate roofing material length & weather exposure 83. Show type, size and spacing of roof sheathing. 84. Fire retardant roof required due to location in on wood shingles. fire zone. GARAGES 4 86. Garages not permitted to open into sleeping room. 87. Provide separation on all walls 88. Specify door/window opening and ceilings adjacent to living quarters. 117. Indicate location & type of fire dampers. ELECTRIC 1975 N.E.C. 1. Ground-fault protection required for outdoor and least one receptical shall be installed outdoors garages. 210-25b bathroom receptacles 210-8. orrect electric as shown on floor plan. 7 1 9‘ r’ < i . Underground service is required. Show on plans. MISCELLANEOUS ITEMS 1. Bored holes and notching, show details as per Section -2518, (F), 10, 11. .from garage/carport into STAIRWAYS AND EXITS 90. Provide handrails as required in Section 3305 6). Provide hour walls for stairwell. Indicate maximum rise and minimum run on stair. Provide balcony railing at A. Show 6” insulation in ceiling. (R-19) O.K. for single family units B. Show 1 x block for insulation stop a Pa: vents./S/ 96. Provide intermediate rails C. Show 4” insulation in walls (R-11) D. Show exterior doors weatherstriped. - 97. Indicate 6’ 6” minimum headroom clearance above for open type balcony & stair rails. E. Place the following note on plans: 4s3 - 3. Insulation requirements:/ 702 - 98. Show stairway construction details. stairway. 100. Occupant load require-exits 101. Provide lights over stairways and public corridors. 102. Show change in floor level at doors 1” max. Sec. 330311. 102aShow handrail extending 6” beyond the top & bottom risers & terminating in a post or safety terminal Sec. 3305 (i). from PLUMBING 103. Indicate location of water heater. 104. Show temperature and pressure relief valves on water heaters with discharge lines to outside. Sec. 1007. 105. Water heater not to be located in bathroom or under stairway or landing. 106. Provide square inches of ventilation at top and 107. Show water heater on 18 inch platform. bottom of water heater. 108. Provide water pressure regulator. Section 1007 (B). .- These plans comply with the requirements of the California noise insulation standards. SIGNED TITLE F. Show details of party wall and floor system and S.T.C. or I.C.C. rating of each. 4. Have designer sign and date plans. DATE) RECHECKE (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER - OR HIS AUTHORIZED AGENT 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 I further certify that if I should contract or subcontract with any person, including any compliance by that contractor or subcontracto Code. PRINT NAME AND TITLE: JOE ADDRESS: SAN DIEGUITO ENGINEERING AVENIM DE ACACIAS P.O. BOX 2004 RANCHO SANTA FE. CA 92067 756-1881 75W.064 CIVIL EffilNEERlffi PLANNING SURVEYING SM TESTING October SDE 77-$48 1977 Mr. Ev Jenkins P. 3. Box 901 Solana Beach, CA 92075 SUBJECT: Report of Compaction Testing, Lot 723 of La Costa Meadows Unit No. 4, Map No. 7367. Carlsbad, California-. Gentlemen: In accordance with your request, we have performed compaction tests on the compacted fill placed on the subject site. The tests were performed from 30 September to 5 October, 1977, during the grading operation. ‘l‘he results of the tests and our findings are presented in this report. Site grading consisted. of fill operations with imported soas and some minor excavation work required to construct a multi- level building pad area for the proposed residential structure. The configuration of the graded site is shown on the attached site plan Plate No. 1. Prior to the placement of any fill, the areas to receive fill were cleared of vegetation and 1a.rge rocks. Loose surficid soils were scarified a minimum depth of six’ inches, moistened and recompacted. Natural ground soils located in the toe area of the proposed fill were excavated in order to provide a key SDE 77-848 October 7, 1977 isage Two 13 feet in maximum depth. The bottom of the key was heavily moistened and the fill materials, consistingmight tan sand (imported) and red brown silty. slightly clayey fine .sands, native to the site, were moistened, placed in six to eighC inch lifts and compacted to a minimum of 90% of the maximum dry density as evidenced by the field in-place density tests performed at the locations indicated on the attached Plate No. 2. Compaction was achieved by track rolling with heavy construction equipment. Field density tests were performed according to A.S.T.M. Test M@.thod D-1556-64. Moisture determinations were made or each of the density tests. The results of the tests are presented on the attached Plate No. 2. Maximum dry density determinations were made on representative soils used in the compacted fill. The tests were performed according to A.S.T.M Test Method D-1557-70. The results of ' , these tests are presented on Plate No. 2. F The prevailing foundation soils on the building .site are non- detrimentally expansive consequent' to the grading operation and conventional spread isolated or continuous footings may be used for support of the proposed structure in lieu of the previous recommendation for the original soil condition (. . ."Final Report on Compacted Filled Ground ...,and-Classif icatjon of Soil Conditio-, w85 665, inclusive, 712 to 717, inclusive, 725, 726, 728, 729, ' 736, 737, 739, 740 and 742 and certain street areas, La Costa Meadows UnitNo. 4, Carlsbad, California," Benton ~ . Engineering, ~~. Dated September 10, ~. . ~. 1973.) .. "~,- ~ ..~~ "~.~ ." .~ -__ -~ ~" ~ ~ ~. Footings should be found.ed a minimum of 12 inches below low- est adjacent grade and should be a minimum of 12 inches wide. SDE 77-848 October 7 ,*. 1977 Page Three Footings for 2-story structures should be founded 18 inches below lowest adjacent grade and should be 15 inches in min- imum width: Footings with the above minimum dimensions may be designed for an dlowable soil bearing pressure of -1500 psf. Structures that will not tolerate differentia settlements (foundations, concrete decks, swimming pools, walls, etc.) should not be located within 5 feet of the 'top edge of a slope. Foundations located outside the 5 feet slope set- back should be extended in depth such that the bottom out- side edge of the footing is a minimum horizontal distance of 5 feet from the slope face. Provisions for draining water away from the proposed found- ations, concrete flatwork and slopes should be included in the development of 'the site. Drainage gradients should be at least 2 percent. Foundations soils, particularly in the garage area, should be maintained in a moist to wet condition immediately prior to placement of concrete. Footing excavations should be in- spected by a representative of this office prior to pouring concrete. If you have any questions regarding this report, please do not hesitate to contact this office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, SAN DIEGUITO EliGINEERING, INC., cc: (4) submitted .. q(0 coo rlrl .. Fl rl N . Application for Grading Permit PuBLl C WORKS 8 BU I LD I NG DEPARTMENT CITY OF CARLSBAD 1200 Elm Avenue L= lot S=subdivision C=C i ty contract are approved. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name: Norman Kagen Phone No. 292-9385 Mailing Address: 4170 Balboa Way san Diego, Calif 92117 Service Address: Argonaut. Trnct Description: lot 723 La Costa Meadows 4 Type of Building: s.f. No. Units 1 Connection Charge $600-oo Lateral Size: 4" 6" 8" Saddle: __ Extra footage: @$ Easement Connection __ - Extra depth: @$ Date Paid 6-17-7 Lateral Charge Total $600.00 The application must be signed by the owner (or his authorized representative) of the application is submitted. property to be served. The total charges must be paid to the District at the time the 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 building sewer. The applicanb is responsible for the construction, at the applicant,s the applicant's property line) where the service lateral is connected to the applicant's point in the street (or easement) where a connection is made to the service lateral. expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRE1 ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. After connection is complete, the property described above is subject to a monthly sewer service charge, billed bi-monthly in advance. The rate will be governed by the use of the property, single family, multiple dwelling or commercial.. Non-payment of the sewer service charge is subject to a 5% penalty per month, plus disconnection if necessary. s that the above information given is correct and agrees to ons as st 6-17-7 7267 Date Account No. Resolution No. 542 of thc Roard of Directors of Leucadia County Ifater Dittrici .. .adopted January 18, 1977 provides that sewer connec.tion applications and conn- ,' ection charges shall be accepted by the District only in connection with the ' ' issuancc OF building permits by the County of San Diego or thc City of .Carlsl~ad. , ' Setwr connection applications and connection charges .shall not be accepted at : .. any othcr time. If a bu'ilding permit is not issued krithin. thirty (30) days . . . '.after the application and connection charge are accepted by the District and . tion shall be automatically cancelled and the connection charge returned to the , . construction is not commaiced pursuant to subject building pennit, the appl ita- _. . . . . applicant. .. ..