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Home My WebLink About2811 CACATUA ST; ; 77-3870; PermitBUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 .. Applicant to complete numbered spaces only. Phone 729-1181 Permit No. I JOB ADDRESS I ACCFCCnE1'9 PLAN CHECK FEE $ PERMIT FEE $ 3 Fire Sprinklers Required Oyer 1 Fire 3 I Use APPLICATION ACCEPTED BY 1 PLANS CHECKED BY IAPPROVEDFOR ISSUANCE BY Zone Zone Dwelling Unit SEPARATE PERMITS ARE REQUIRED FOR ELECTRlCAg, PLUbB- - ING. HEATING, VENTILATING OR AIR CONDITIONING. TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- 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 GIV'E AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERM IT VALIDATION CK. M.O. CASH TOTAL FEES $ IN CDFPTnD' 'i PLUMBING PERMIT APPLICATION .; 2s .%. ,I 31 3 Applicant to complete numbered spaces only. Phone 729-1181 Permit No. .P City of CARLSBAD, CALIFORNIA 92008 JOO AODR E$S 1 COMPENSATION fNS. CARRIEP MAIL ADDRESS ORANCH i USE OF BUILDING I I PERMIT FEES I Type of Fixture or Item I I KITCHEN SINK I DISP. I # "Cd (- NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A MENCEO. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- I DRINKING FOUNTAIN 1 FLOOR-SINK OR DRAIN I I SLOP SINK 1 f GAS SYSTEMS: NO. OUTLETS WATER PIPING L TREATING EQUIP. I I WASTE INTERCEPTOR Ill I 1 VACUUM BREAKERS Ill LAWN SPRINKLER SYSTEM f SEWER NUMBER CLEANOdTS a @U CESSPOOL SEPTIC TANK L PtT WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS VOUR PERMIT PLAN CHECK VALiDATlON CK. M.O. CASH PERMIT VALIDATION CK. M.0. CASH INSPECTOR ' e?%*$ . 3 ELECT L PERMIT APP ION City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 pplicant to comptete numbered spaces only. JOI loon =sa .%* . rr ~ ZBrI L'pcQ*T3CIc57. , LA CPUF-. LOT NO. DLK TRACT (OSEL ATTACHED snEET) LP WSrrn Msrirs LEUL OESCR. OWNCI de. 5 MAIL ADDIESS ZIP PNONE .CglZ 1malT rue 7z? PHONE LICENSL NO, STATE CITY - CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. COMPENSATION INS. CARRIER 11 MAIL ADDRESS DRANCW Cl& of work: BNEW ADDITION 0 ALTERATION 0 REPAIR I PERMIT FEES PECIAL CONDITIONS: . ISSUANCE OF EACH PERMIT 1 I No. - APPROVED FOR ISSUANCE BV NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER I I I .. NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COh: MENCED. NEW SERVICE ON EXISTING BLDG! FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE I- TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. TEMP. SERVICE OVER 200 AMP. I PER 100 WEN PROPEKLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASU PERMIT VALIDATION CK. M.O. CASU IN SPECTOR c i ! I ! 1 i I i LOT NO. LEGAL ocacn. GI 3 , MECHANICAL PERMIT APPLICATION . ,.^ OLK TRACT - 4.- [OSEE ATTACHED SHEET) City of CARLSBAD, CALIFORNIA 92008 lpplicant to complete numbered spaces only. Phone 729-1181 Permit No. JOB ADDRESS I iPECIAL CONDITIONS: Type of Fuel: Oil 0 Nat. Gas 0 LPG. 0 No. Type of Equipment FEE PERMIT FEES I Class of work: as NEW ADDITION QdTERATlON 0 REPAIR ~~ ~~ Refrigeration Units-H.P. Ea. Boilers-H.P. Ea. Gas Fired A.C. Units-Tonnage Ea. Forced Air Systems43.T.U. Gravity Systems-B.T.U. M Ea. Floor F urnaces-B.T.U . M (@ M Ea. LPPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY I Describe work: heat syst5lsinawaw -. 9 I .> 4 c 4 r- Wall Heaters-B.T.U. M Unit H eiders- B.T .U . M Evaporative Coolers Clothes Drvers 1 NOTICE 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 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. 1 Ventilation Fan 9-c' Range Hood Air Handling Unit- C.F.M. Incinerator I I ISSUANCE FEE TOTAL FEES $1 3 '* SIGNATURC Ot OWNER (IF OWNER DUILDER) (DATE1 I 1 I I I 1 L WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT f PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH I N CDFCTOR CORRECTION LIST CITY OF CARLSBAD BUILDING DEPARTMENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN (714) 729-1181. *WARNING: PLAN CHECK FEES: Where no action is taken by the applicant in 120 days, Contract or: Engineer Occupancy Type of Construction Valuation Basic allowable bldg. arza 1st Floor y/k/ /fs-’ 3rd Floor Allowable Increase Due to icate clearance from grade to bottom of floor joists 25. Show pier size, spacing and depth, into undisturbed REQUIRED PLANS 1. Plot Plan 2. Foundation Plan ng and direction. 3. Floor Plan 4. General Framing 5. Foundation Details soils report on plans. 8. Show positive drainage away from footings on site plan. 5” fall in 6 feet. 29. Specify minimum 18” x 24” access opening. 30. Where expansive soils exist, planters adjacent to found- ations are not recommended. 31. Specify underfloor ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening within 3’ of each corner. A. Correct Plans w Corrections. B. Incomplete, Ind lations not accep C. Required En Plans shall be signed in ink. D. Reverse Plans may not be use?. Provide correct Plot Plan, Foundation Plan, Floor Plan and Elevations. E. The approval of plans and specifications does not permit the violation of any section of the Building Code’or other City, County or State Law. 32. Step footings when slope exceeds 1.10. FRAMING 33. Provide typical framing details. 34. Specify all lumber grades. 35. Specify fire blocking at floor, ceiling cove and mid- 36. Show diagonal bracing at each corner and every 25 height of walls over 10’ in height. GENERAL feet of wall. 1. Submit fully dimensioned Plot Plan, drawn to scale, 2. Show all existing and proposed buildings on Plot Plan. 3. Show correct legal description on Plan. 4. Show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures, Trees, etc. 37. Clarify bracing of wall. are overspanned. including all easements on property. 38. Show size, direction and spacing of floor joists in 39. Double floor joists or 40. Specify header size for openings over 4’. Show double beam under parallel partitions. headers on edge. 5. Correct Lot Dimensions. 41. Insufficient beam size at 6. Show existing and finish contour lines. 42. Provide rafter ties where ceiling joists and rafters are 7. Survey of Lot required. 8. Indicate all grading to be done. 43. Indicate rafter size, span, spacing and direction. 9. Indicate Elevations of Garage Floor, and Street and 44. Show purlins on edge and indicate size. Same size as 45. Brace roof framing to partitions. 46. Indicate solid sheathing and 2 x 6 or 3 x 4 studs on 47. Show section through 48. Show planter box details and water proofing, Sec. 5 1, Provide typical chimney details. 52. Specify 2” minimum clearance between chimney and 53. Specify post protection when bearing on concrete. 54. Provide parapet details. 56. Specify inspection class 58. Provide drip screed 2” below mud sill. 59. Indicate how required structural and fire resistive integrity will be maintained. Where penetration will be made for electrical, mechanical, plumbing and communications conduits, pipes and similar systems. Section 301 D. not parallel. 4‘ O.C. Driveway. rafters minimum. 10. Indicate Centerline and Edge Profile of Driveway. 11. Slope of driveway not to exceed 15%. Indicate flow lines for disposal of surface water. 13. La Costa approval required. l3aSan Diego County Health Dept. approval required. 13bShow all requirements for handicapped. U.B.C. 2517 C7. 13cL.C.W.D. sewer receipt required. 13dCoastal approval letter required. framing. 14. Carry water from first floor of three story construction. a Section 1711. under sidewalk through curb into street with cast iron pipe. required for 15. Provide engineering calculations for ovide engineer’s moisture report. 17. Grading permit required. 18. Fire Dept. approval required. 19. Specify concrete mix @ 2000 P.S.I. minimum. 20. Dimension footing sizes and clearance from grade. 21. Show depth of footings below natural or undisturbed grade. 22. Indicate pressure treated foundation still, or equal. 23. Show foundation bolt size, spacing and penetration 60. Clarify dimensions at 61. Show window type, sizes and locations. 62. Light and/or ventilation inadequate in (1/10 floor area - 12 square feet rnin. except bath- room). into concrete. %” x 17” for masonry. **hTn‘l‘C TIT n/iARC.lr\T WHFRF CnRRFf‘TTnNS HAVF RFEN MADE f c 77-37 63. Provide, vertical clearance and horizontal clearance from range top to combustibles. 64. Indicate attic scuttle (22” x 30” min.) 65. Provide draft separation for attic area in excess of 2500 sq. ft. 66. Separate area between dropped ceiling and floor above to 1000 sq. ft. max. 67. Specify stall shower min. width 30” minimum floor 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. 69. Water closet area minimum width to be 30”. 70. Show material to be used under tile. 71. Openings closer than 72. Show ceiling height. 73. Show lateral cross bracing at garage plate line. 74. Show bedroom window as exit, section 1304. to property line shall be of hour construction. ELEVATIONS 75. Indicate attic ventilation per section 3205 (c). 76. Show all eave overhangs and construction details. 77. Dimension chimney height above roof. (2’0’’ above 78. Indicate finish and natural grade to property line. 79. Show exterior wall finishes. 80. Indicate 15# felt or equal on exterior walls. roof withing 10’0’’). 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 86. Garages not permitted to open into sleeping room. 87. Provide separation on all walls and ceilings adjacent to living quarters. 88. Specify- doorlwindow opening from garagebarport into- STAIRWAYS AND EXITS 90. Provide handrails as required in Section 3305 (i). 92. Provide 93. Indicate maximum rise and minimum 95. Provide balcony railing at 42” minimum height. 36” 96. Provide intermediate rails @ 9” O.C. or equivalent 97. Indicate 6’ 6” minimum headroom clearance above 98. Show stairway construction details. hour walls for stairwell. run on stair. O.K. for single family units. for open type balcony & stair rails. stairway. 100. Occupant load requires 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 bottom of water heater. 107. Show water heater on 18 inch platform. 108. Provide water pressure regulator. Section 1007 (B). 110. Indicate material to be used and location of sewer (If V.C.P. use flexible compression joints only.) 11 1. Show two way clean out in yard box with 5’ of build- line. ing. ELECTRICAL 112. Provide minimum 100 Amp. service. Condos require 113. Show meter and panel location. 11 3aShow fire warnings systems centered over stairs. 100 Amp. panel for each unit. Section 1310. MECHANICAL 114. Indicate furnace size, locations & registers and return air. (Size) 115. Indicate heating equipment in accordance with chapter 7 of Uniform Housing Code. 116. Specify heating, air conditioning and ventilating equipment. Installations to comply with the uniform mechanical code. A. Access F. Ducts B. Location G. Ladder & Light C. Combustion Air H. Engineer’s D. Venting Calcs for E. Return Air Roof Loads 117. Indicate location & type of fire dampers. ELECTRIC -1975 N.E.C. 1. Ground-fault protection required for outdoor and bathroom receptacles 210-8. 2. At least one receptical shall be installed outdoors and garages. 210-251, 3. Correct electric as shown on floor plan. 4. Underground service is required. Show on plans. MISCELLANEOUS ITEMS 1. Bored holes and notching, show details as per Section 2518, (F), 10, 11. s of the following: Porches Patios Balconies 3. Insulation requirements: A. Show 6” insulation in ceiling. (R-19) B. Show 1 x block for insulation stop at vents. C. Show 4” insulation in walls (R-11) D. Show exterior doors weatherstriped. E. Place the following note on plans: These plans comply with the requirements of the California noise insulation standards. SIGNED DATE 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. RECHECKED (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER - ‘OR HIS AUTHORIZED AGENT I , r I I' INTERDEPARTMENTAL INFORMATION SHEET RECEIVED BUILDING ADDRESS: i PLANNING DEPARTMENT I ZONE LOT SIZE LOT WIDTH UNITS ALLOWED / UNITS PROVIDED PARKING SPACES REQUIRED PROVIDED w R .--? PROVIDED 0 !< PROVIDED J'( /& % COVERAGE ALLOWED y BUILDING HEIGHT ALLOWED SIDE SETBACK: REAR SETBACK: 9 FRONT SETBACK: ALLOWED d.- -' 7 f- cT "1 - PROVIDED 2- -3 .rlil \ & INTRUSIONS ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMEYTS: OK TO ISSUE: DATE l/17,,/7% W ENGINEERING DEPARTMENT 4-L(77 FG -R.O.W.E*ST INDUSTRIAL WASTE ?/A IMPROVEMENTS SEWER CONNECTION - UP DRIVEWAY LOCATIONS& /?aU &Oh LEGAL DESCRIPTION 4hr s/z, & &')e~& &&bd&&r +3, /+,e 7L GRADING PERM1 DRAINAGE/% M&. &=/e . ADDITIONAL COMMENTS - <- OK TO ISSUE: t=;i/L DATE 9/2/77 PWI OK TO FINAL ,m[ DATE /-/$*a h FIRE DEPARTMENT SPPIGKLING SYSTEM FIRE PROTECTION EQUIP. $'IRE ALARNS EXITS FIRE HYDRANTS * 'I LOCATION ADDITIONAL COMMENTS OK TO ISSUE: DATE OK TO FINAL DATE WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE John B. FOX-P.E. Dad J. hewton SAN DIEGUITO ENGINEERING AVENIOA DE ACACIAS P.O. BOX 2004 RANCHO SANTA FE. CA 92067 756-1861 Kern and Herold, Inc. 722 Genevieve Street, Suite H Solana Beach , California 92075 CIVIL ENGINEERING PLANNING SURVEYING SOIL TESTING SUBJECT: Soil Investigation, Lot 24, La Costa Meadows Unit No. 1, Lot 512, La Costa Meadows Unit No, 3 and Lot 623, La Costa South Unit No. 7, La Costa, California. Gentlemen: In accordance with your request, we have performed an investiga- tion of the soil conditions at the subject site. The investiga- tion performed from May 14 to 18, 1977, was intended to determine the expansive characteristics of the prevailing foundation soils on the lots and to provide the required information for site pre- paration and foundation design we herewith submit a report of this investigation. If you have any questions regarding this report, please do not hesitate to contact this office. Respectfully submitted I SAN DIEGUj,TO ENGINEERING INC . DJN/ef cc: (4) submitted c REPORT OF SOIL INVESTIGATION Lot No. 24, La Costa Meadows Unit No. 1, Lot 512, La costa Meadows Unit No. 3, Lot 623, La Costa South Unit No. 7, La Costa, California This report, presents the results of our investigation of the soil conditions on the subject lots. The investigation was per- formed from May 14 to 18, 1977 and was intended to determine the expansive characteristics of the prevailing foundation soils on the lots and to provide information for site preparation and foundation design. The scope of the investigation consisted of the followings 1. Investigation of surface and subsurface conditons at the site by our engineering personnel. 2. Subsurface exploration of the lots in hanb-excavat- ed test pits. 3. Sample, inspect and test representative foundation soils. 4. Engineering analysis. 5. Report preparation. I- Proposed Construction It is our understanding that two-story wood-frame residential structures with concrete slab-on-grade construction are planned for the lots. It is further understood that no grading.wil1 be required to develop the sitesI II, Subsurface Exploration Subsurface soil conditions on each lot were explored in test pits excavated by hand at the approximate locations indicated on the attached Plate No. 1. SDE 77-701 May 18, 1977 Page three - IV. Recommendations The existing foundation soils on Lots 24 an and the recommendations for Type A expansive soil conditions by Benton Engineering, Inc., presented in a following portion of this report and in the reports cited above, should be incorporat- ed into site preparation and foundation design. Alternative 12 are expansive 43 provisions for footings and sand blankets beneath floor slabs, based on the results of expansion testing by our firm, are presented below . 1 Minimum Footing Depth, Lots 24 and All footings for the proposed structures should be founded a mimimum de th of 18 inches below lowest adjacent finish grade. Footing %==- wid s should be determined in accordance with current building code design criteria and should be a minimum of 12 inches. FootinP Reinforcement, Lot 24 Both exterior perimeter and interior continuous footings for the proposed structure should be reinforced with two No. 4 bars positioned 3 inches clear above the bottom of the footings and two No. 4 bars positioned 1 inch clear below finish floor. Footing Reinforcement, Lot As above except reinforcement should consist of one No. 4 bar near the top and one No. 4 bar near the bottom of the proposed footings . - - Lot 623 Expansion test results indicate the expansive potential of the May 18, 1977 Page four prevailing foundat,on soils is low am no special provisions for expansive soil conditions are required. Sand Blanket Beneath Floor Slabs, Lot 512 A four inch thick blanket of free-draining sand sandwiching an impermeable (plastic) membrane piaced beneath proposed concrete floor slabs should be adequate in lieu of four inches of 3/4 to 1 inch size crushed rock overlain by a two inch thick sand blanket. BENTON ENGINEERING, INC , RECOMMENDATIONS TYPE A LOTS (24 & 5121 1. 2. 3. 4. "Avoid the use of isolated interior piers. Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface:' ''Reinforce and interconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom of the footings and one #5 bar placed 1.1/2 inches below the top of the stems of the footings': A. Lot 24: ''Exercise every effort to assure that the soil under the foundations and slabs has a uniform moisture con- tent, 1 percent to 3 percent greater than optimum through- out the top 3 feet below finished grade at the the of placing foundations and slabs': B. Lot 512: "Exercise every effort to assure that the moisture content of the soils in the upper 18 inches below finished grade is 1 percent to 3 percent greater than optimum at the time of placing foundations and slabs': A. Lot 24: "Use raised wooden floors that span between continuous footings, or use all concrete slabs with 6 x 6 - 10/10 welded wire fabric and provide a minimum of 4 inches of clean sand beneath all concrete slabs. A moisture barrier should be provided in the sand layer 2 inches below slabs under living areas': B. Lot 512: "Raised wooden floors that span between con- , 3 Page five tinuous footings are best, or use concrete slabs with at least 6 x6 - 10/10 welded wire reinforcement and a minimum of 4 inches of crushed rock 3/4 to 1 inch in size beneath all concrete slabs. A moisture barrier should be provided over the crushed rock and this should be covered with 2 inches of sand below concrete slabs:' 5. "Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent? to allow in- dependent movement of garage 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. inch above the slab': Also, cut off the garage door stops at least 1/2 6. "Provide positive drainage away from all perimeter footings with a vertical fall of at least 6 inches in a horizontal distance of 5 to 6 feet outside the house walls': V. - Laboratory Tests Expansion tests were performed on soils from Lots 24 and 512 by allowing the air-dried samples, remolded to the natural dry density, to swell against a surcharge of 150 psf when brought into contact with water. The soils from Lot 623 were remolded to 90 percent of the maximum dry density (A.S.T.M. 1557-7'0)# air- dried and tested as described above. VI. Field Tests Field in-place density tests were performed on Lots 24 and 512 according to A.S.T.P/I. Test Method D-1556-64. The results of the tests are indicated on the pit logs. I I LOT 24 PIT NO* 1 t 2 - --- ark Brown Humid Stiff Sandy Clay ellow Silty Sand -- 104.6 CL SM Yellow Silty Sand Dark Brown Wet Sandy Clay - - CL Red Brown Stiff Sandy Clay 23.0 -- 3 LOT 24 PIT NO. 2 .,?I Red Orange silty Sand 103.6 19.8 \. Gray Green Clayey Sandy Silt ML 0 2 3 'F Class De scription D M 1 Orange Silty Sand Green Clayey Sandy silt --- -- -- Orange silty Sand - _I__-- Green Clayey Sandy silt SDE 77-701 PLATE NO. 2 LOT 623 PIT NO. 1 pc cl w 1- 2- 3 -- - Tan- to Pale Green Silty Sand Dark Brown Sandy Clay Brown to Tan silty sand -- Tan to Pale Green silty Sand SAMPLE NO Lot 623 Q 14-3 4 : Sample Location D t In-place Density (psf) M : In-place Moisture Content ($1 LABORATORY COWACTION TEST (ASTM 1557-70) OPTIMUM MOISTURE MAXIMUM DRY CONTENT ($1 DENSITY (pcf) 11.5 119.5 SDE 77-701 PLATE NO. 3 LEUCADIA COUNTY WLITER D? T"''7C.T APPLICATION -- FOR S-gER SLilVlCE 438-2730 Phone No. Seville-Trident Corporation Owner's Name: 2862 Luciernaga Street Carlsbad, CA 92008 Mailing Address: Type of Building: Single Family No. Units Connection Charge $600 .OO Lateral Size: 4" 6" 8'' Saddle: Extra footage: @$ Easement Connection Extra depth: @$ Lateral Charge Total $600.00 r- , IRec'd by S . Deibert I The application must be signed by the owner (or his-authorized representative) of the property to be served. application is submitted. The total charges must be paid to the District at the time the If a 'servi.ie 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 t.0 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 sewc- to the service, lateral shall be made District's specifications, rules and regulations; and IT MUST BE TNSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTA,TIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. A" 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. ,by the applicant at'his expense. The connection must be made in conformity with the * 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 mocth, Flus disconnection if necessary. ndersigned hereby agrees that the above information given is correct and agrees to 6652 Account No. Reso'lution No. 512 of the I<oarcl or Dircctors OF Leucadia Cowity I-!atcr Disb-ict adopted January 16, 1977 provides that sewer connccLion appl ications arid corm- cct ion ctiargcs shall be accepted by the District only in conncction witti thc 1 -i ssiIa;Icc of bui lcli rig pt!i-inits by thc! Co\rn ty of Szri IIi c.93 or thc Ci t.y of Carl sbad, Sewr connection sppl ications and connection c11arcJcs shall not tie accepted at any otkr tirile. af tcr thc application and connection charge are accepted by the District and constt-tiction is not CQ;:ITKYKC~ pursuant to subjcct building permit, the applica- tion shall bc! autoimtical ly cancel led arid the connuction charge r-etw-ned Lo the appl i cant. i If a building pcrrnit is not issired within thit-ty (30) clays . ! i