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Home My WebLink About2908 MANAGUA PL; SFD; 82-258; Permitr '. ' - '- '• •-• '' .•• '.. USE BALL POINT PEN ONLrSi!AR2_._. ,.APPLICANTTO FILL IN INFORMATION WITHIN SHADED ARE&~ANq&&ICL RATIO hereWrm 010 • o 0' Iicnsed under provisions ofChapt'mrTtencing with j Section 7000) of 'DivisIon '3 of the Business -I -' and Professions Code,'an'd'my,(icense Is in I. full force and.effect. - ' i-'. Class '_' z L_ . -3 - Lic.' No. -_''__._L..... - - • i' •-, - 'I hereby affirm that I am exempt from the Con - tractors License Law for the following'reason. (Sec. - 70315 Business and Professions Code: Any city or i 1 county which requires a permit to construct , alter.- improve, demolish, or repair any structure,. prior to its issuance also requires the applicant such permit to tile a signed statement that he is licensed pursuant to the provisions of the Con- - tractors License Law (Chapter 9 commencing with Section 7000 of. Division 301 the Business and Pro, tessions Code) or that is exempt therefrom and the basis for the alleged exemption.- Any violation of Section 7031.5 by an applicant for a permit subjects r tne applicant to a civil penalty of not more than five .hundred dollars ($500). , 1- - 0 I, as owner of the property, or my employees S'with wages as their sole compensation, will do the work, and the structure is not intended or offered for - .sale (Sec. 7044, Business:án'd' Professions Code: lxi The Contractor's License Law does not apply to an Z owner 01 property who builds or improves thereon • and who does such work himself or through his own 0 -, employees, provided that such improvements are -, not intended or offered for sate. If, however, the - building or improvement is sold within one year of • completion, the owner-builder will have the burden .4 - ' 01 proving that he did not build or improve br the • purpose of saleI, -. Iii, as owner of' the properly, am, exclusively Z - contracting with licensed contractors to construct - the project (Sec. 7044,. Business and Professions ..Code: The Contractor's License Law does not apply - to an owner 01 property who builds or improves thereon, and who contracts for each projects with a contractor(s) license pursuant to the contractor's License Law). •- ' - -, 0 tam exempt under Sec. ..,,, - B..&P.C. for this reason , * 1 D [hereby affirm that t have certificate ofconsent ' to sell-insure, or a certificate of Workers'' • Compensation Insurance, or a certified copy thereof - • .)Sec. 3800, Labor Code). - • .z POLICY NO. ,,, ._- • COMPANY -' 0 Copy is filed with the city. , ,'' !'-'- Z. - '' .- .0Lu 0 Certified copy is hereby furnished. 91. 0 • • "CERTIFICATE OF EXEMPTION FROM - WORKERS' COMPENSATION INSURANCE - , (This section need not be completed if the permit is for one hundred dollars ($100) or less( Cc '4 I certify that n the of the work for - performance o ',which this permit is issued. I shall not employ any - - person in any manner so as to become subject to - the Workers' Compensation Laws of California. - NOTICE TO 4PPL164T: It, alter making this Cerl,- - t,cate of Exemption, you should become subject to . ' the Workers' Compensation provisions 01 the Labor Code, you must forthwith comply, with 'such - provisions or this permit II be deemed revoked. F - 'hereby affirm that there is a consIrin, Lu ( lending agency for the performance of the w br - - ,. which this permit is issued (Sec. 3097, Civil Code).- /FI %*jcM 0 Uj Lender'sj _J Na'mp Lender's Address N' ' I . CEiEP 1c'ti • PZ& .' - Mll..-IcARL BUILDING DEPARTMENT . "'- APPLICATION & PERMIT ' - 'California . .1200 Elm, C, 92008 (714) 438-5525 . . . , ' . • - 4 JOB ADDRESS ' '' - AV. ST. DAT E OF APPLICATION BUSINESS LICENSE # RD. 14 , - . VA LU TION PERMIT NUMBER - OWNER'S NAME ' . OWNER'S PHONE PRIME CONTRACTOR , CONTRACTORS PHONE N 11,01.-2 d2 4e 5-097 - ZONE ' ' ' .10 - - 0 NER'S MAILING ADDRESS / ' , c19 - '/o7L1,tJ-, CONT AThR'S ADDRESS LICENSE NO. PLAN I.D. # . - - BLDG USE C008 ASS'SOR PARCL NO, ' _____ .-. •... ______ LOT' BLOCK TUBD( VISION I ",*Ass! DESIGNER • - - 63cfi STATE LICENSE # 79ç STANDARD PLAN # BUILDING SO. F A - DESCRIPTION OF WORK 5 DESIGNER'S ADDRESS 'u - ,or A*c #/c:1,yi;;9.e ' • . DESIGNER'S PHONE, STORIES OCCGP EDU _ vO NO — -FIRE.SPR CENSUS TRACT 'GP LAND USE PARKING SPACE RES UNITS REDEVELOPMENT TYPE 0CC LOAD , .' GRADING ' PERMIT ISSUED AREA - CONST' Y o N 0 ' . ' ' YO NO - '' YO NO Not Valid Unless Machine Certified • r OTY. , ' - - ''• a 'PLUMBING PERMIT- ISSUE •- t 7c . QTY. , - '. . .' . MECHANICAL PERMIT -'ISSUE' -, -' ' -'-a - . - ' ' 'SUMMARY/ACCOUNT NUMBER ' ', - EACH FIXTURE ;RAP ' ' INSTALL FURN. DUCTS UP TO 100,000 BTU if-.00 BUILDING PERMIT - 01-000-4220 EACH BUILDING SEWER OVER 100,000 BTU— - -' - • - SIGN PERMIT 01'000-4221 -' EACH WATER HEATER AND/OR VENT - 4.', '• BOILER/COMPRESSOR UP TO 3 HP., ' - , PLAN CHECK - - 01-000-4806 - •I , - EACH GAS SYSTEM 1 TO '4 OUTLETS -' BOILER/COMPRESSOR 3.15 HP , ' . '. , TOTAL PLUMBING ' 01000'4222 ' - - ,EACH,GAS'SYSTEM5'OR MORE , - , '.' . - - - ' -. - ' METAL FIREPLACE, -' .•, . . - ,p ELECTRICAL., ' - 01-000-4223 'i'l' -EACH INSTAL., ALTER, REPAIR WATER PIPE ,, . a VENT, FAN SINGLE DUCT' ' ' , MECHANICAL - 01-000-4224 • EACH VACUUM BREAKER - - .. MECH EXHAUST - HOOD/DUCTS' - ' • ' ,-'', MOBILEHOME - 01-000-4225 ' WATER SOFTNER - - , i RELOCATION OF EA FURNACE/HEATER , , ,MOBILEHOME PARK INSP;. EACH ROOF DRAIN (INSIDE) - • .' - . - .' . . ' - - . '. • -, ' ,uL SOLAR - - 01-000-4226 i"° ::v ' ' ' - • . ' - - - 'TOTAL MECHANICAL - ' )f ol FIRE . STRONG MOTION-- '' 65-640-0519 TOTAL PLUMBING = SPRINKLERS 01-000-4227 - QTY. , - - - - ELECTRICAL PERMIT - ISSUE ' - ', - QTY. . '1 - ' - ' * '. 'SOLAR - ISSUE '- ', - - PUBLIC FACILITIES FEE 25-000'4933 - * . ' • FEE '- - - ' . • - ,, ' - - - - -' • - • •BRIDGE - -' EA,AMP/SWT/BKR * ' . , • - COLLECTORS \,:_. ' -- '__ -, . SCHOOL FEE - DISTRICT rn NEW.CONST ri'l, PT - -'3 PH, - ' ' STORAGE TANKS. • -_- - Carlsbad. ' ' - 65-623-0519 - - -. EXIST BL-OG'EA AMP-ISWTIBKR .' • ," - a ' - OK STORAGE ' -• . '• '• • - 'EncinhtaS - , '-65-624-0519 -, 1PH 3 PH ,- - ' ,.PUMP * ' _•- -San Dieguito '-'65-625-0519 01* I REMODEL'ALTER',PERCIRCUIT 4 PLANCHECKFEE __ San Marcos 656260519 , __ .• 0-0 TEMP - TEMPPOLE''200AMPS. ___.'••.-°- . _..-' -.•- ..'.• _.'j- --' -. _------•- * OVER 200 AMPS ,' . _. _*- TEMP OCCUPANCY 130 DAYS) P I __ - , • k - ' I - , . . .. - , -.: - - -, - - • , , - - , _. ,,. - ,. - . • *% * TOTAL ELELTR I CAL 52, 00 TOTAL SOLAR ' / 1,7 TOTAL kESSALE HA*VE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions ofthis AN OSHA PEAmrr IS REQUIRED FOR EXCAVAT;ONS OVER ~4 If the building Or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE7 ,I 5Uh permit is t80d withi fl 0If 180 d -5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF ays from the date of such ' DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT permit, or i authorized lthe building or work authorized by such STRUCTURES OVER 3 STORIES IN HEIGHT perm; suspended or ISSUED. TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any time after the work is commenced for a peru 01180 days, STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE-TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS PLICANGRE? 7) OWNER /CONTRAcTOR 0 fl )' -' DATE ,• - WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE '41/t4JaJ G EXPENSES — RANTING OF THIS PERMIT 4e1'(7 BY PHONE -a,."- MT '"r -• INSPFCTIC)NTYPE'. DATE INSPECTOR BUILDING_.__ - FOUNDATION N I REINFORCEDSTEEL. ' - MASONRY GUNITE OR GROUT • FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/.CO PLUMBING UNDERGROUND , PLUMBING TOP OUT ?S - TUB AND SHOWER, PAN GAS TEST -. ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. - SMOKE DETECTOR', MECHANICAL. DUCT & PLEM., REF. PIPING . HEAT -- AIR COND. - SOLAR SSTEMS VENTILATING SYSTEMS I • ., \\--'.* CALL FOR • F/NA L INSPECTION WHEN ALL APPROPRIATE - ITEMS ABOVE HA VE I BEEN APPRO VED. JOB SITE FINAL ,' "r• (V PLUMBING LT •t-•(' t/ ' ELECTRICAL I _______ • MECHANICAL GAS (J.g •-'2, BUILDING . SPECIAL CONDITIONS . FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS - I INSPEC'flhJ IF INSPECTOR S NOTES REO CHECkED INASPcjS DATE 1/? /f •7-- 1AJ C2 -! •i •• __________________ SOILS COMPLIANCE • PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE - 'C . • P OVER.2000 PSI '.' ' ' • - - PRESTRESSED - • . ' . • . - CONCRETE • --__________________________________________________________ POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS _j _____________ - . • ________- -. SPECIAL MASON. )• . - . ' - PILES'CAISSONS • • • '.- rliz _________ -. _____ - _____________________- .' . •__ c ,•0_ -. 0 0_I • ., -ii.-? S -• '•• . 3- ___________ \ \ - _)\ \ ;•- 00• - • -S - ______ f • S, . ______ \\ \ - • • ., . - • -' i: r'. . Nk -______ 0 0 • -. "b-- City of Carlsbad M!SELLANEOUS 1200 ELM, CARLSBAD, CA 92008 • TEL. (714) 438-5525 RECEIPT - III-. Gold - Assessor ess9O é2,4ct-. MISCELLANEOUS FEE RECEIPT - VALUATION _/7~711Z/240qs DEMdLITiON-___________ HOUSE MOVING PARKS AND RECREATION FEE Li PUBLIC FACILITIES FEE Li Carlsbad Li- Encinitas El San Diego LI San Marcos Li_________________ Owner - - ' .. State Lic. 1(17 LI PLAN CHECK FEE fli—flflfl-4Rfl( Mailing < '-r / C,.g p,' Address/, ,%,4. )F 'Ci zip Contractor - . Address City * Zip .± T C e y.S:Classit.c. No. -- SCHOOL FEE - DISTRICT COMPLETE FOR PLAN CHECK ONLY . ,LEGALDESCRI2N - * ,AI/? ASSESSORS PARCEL NO Li Li________________ • ORK DESCRIPTION OF W i f—Pi. L4 - • / Li - - •. — - .7 - • • -- * Li______________________ - -- - - :-. - • Li -. PLAN ID_NO1_- PHON Ej -O ri - TOTAL FEE $ - • -CONTACT PERSON _/AId.Q ,4L/,( __r *WARNING: PLAN CHECKFEES. WHERE NO ACTION IS TAKEN APPLICANT IN18O DAYS AND NO BUILDING PERMIT IS ISSUED, FORFEITED TO THE CITY.,/ COMMENTS:_-'-- - - • - BY THE FEE ARE - A ( - - fri - -- - .- , - -- - . -, •-- - •- . Signaturot AAplicant I "D.tt c a -- - • t Building Permit Plan Check FOR APPLICANT TO FILL IN Application for Grading Permit / PE NO. Z2 21 CITY OF CARLSBAD ENGINEERING DEPARTMENT -. 1200 Elm Avenue - Validation by Finance 438-5541 Department MIIII1nAP Site Address 2908 Managua Place Surety Company Bond No. 0 S Legal Description Map No. Surety Address Lot 17 CT. 75-4 •. Subdivision Name Date Filed Recd by La Costa Estates North - Owner Phone Cash deposit Rec'd by Date filed McCauley, Inc. 436-5097 Owner's Address The following documents are required and shall become a part 3107 Via de Caba-11o; Encinitas, Ca. . of the grading permit when they are approved. Plans by Civil Engineer R.C.E. Ronald Holloway Grading plans Specifications _____ Soil report Geologic Report Address Phone P 0. Box 58 5 Vfta,. Ca. 91*1 --1 86+ Drainage structures ____ Othr Compaction report Soil Engineer R.C.E. Phone --C',H.Wgpd 10778 292-0660 Grading Contractor Phone SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT Address - -1. Authorized hours of operation: 7:00 AM to Sunset, Monday - Friday. - - Party responsible for overall-supervision Haul routes are to be approved by City.Engineer. - - Proposed use of grade site - - SINGLE FAMILY RESIDENCE- . - Adequate provisions shall be made for erosion and siltation - Number of cubic yards - control. Cut 30 Fill Import iso Waste All slopes shall be planted per City Code. Proposed Schedule of Start ,...—Finish All fills to be compacted to at least 90% of optimum Operations (dates) 5Z IV .2/ ?.PL 3t/çc7_ - density unless noted otherwise. .- I hereby acknowledge that I have read the application and state that . the information I have provided is correct and agree to com,ly with all City, ordinances and State laws regulating excavating and grading,- and the provisions and conditions of any permit I sued pursuant to - - Under City Code Sec. 11.06 170 this grading is: 0 REGULAR GRADING - City inspector will make inspections this application. I i listed below. - 0 CONTROLLED GRADING - Private grading engineer shall Signature of Permittee 7e,- - observe work, coordinate tests, make reports. INSP. SIGNATURE Owner or authorized agent INSPECTION DATE Initial - site prep. ENVIRONMENTAL CLEARANCE. -. Date 7 - Rough-- prior to drains - Final . slopes planted _ EIA Log No. ___________ By 126 2 - Compaction reports rec'd. S Grading permit fee -ø)- Plan check fee $ _/. Permit Issued 1 - Private engr. cert. rec'd. - - - OY - ua - Copies: White-Office; Green-Building; .\ Permit Expiration Date 30 - - - Yellow-Inspector; Pink-Permittee; Goldenrod-Finance - - -- -. - THIS FORM WHEN PROPERLY VALIDATED ISSA PERMIT TO DO THE WORK DESCRIBED - - - - - - - -- THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD - Citp at Carlsbab D APPLICANT COPY PLAN CHECKER COPY ,(9 Submit fully dimensioned plot plan drawn to scale showing location size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. Indicate distance from center-line of Street or alley to property line and distance from curb to property line. Sec. 302(b)7 JURISDICTION: DATE PROJECT ADDRESS: _ ,frtPlans, specifications and calculations shall be signed bya California State licensed engineer or architect. (California TO: /2Z_/C/-7'17' Business and Professions Code) B. FIRE PROTECTION PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No._________________________________ Cap V7L 7C ,'v Date plans received by jurisdicti Date plans received by plan checker 7/ Date initial plan check completed/e/by1'7 FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. £.,i-4' i/i2L &c"l The items circled below feed clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plansdoes not permit the violation of any state, county or city law. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, tO: To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Z/Indicate on plans the name of the legal 1""cwner and name of person responsible for the preparation of the plans. Sec. 302(b) ,à(Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) ).4 'Projections. including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) jA. Projections, including eaves, shall be one- 1 hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 Show location of permanently wired smoke .P detector. Sec. 1210 C./ooM SIZES, LIGHT, VENTILATIONS AND GLAZING One room must contain, a minimum of 150 square feet of superficial floor area. Sec. 1207(b) Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor J area. Sec. 1207(b) (27. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in Openable window area must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 sq.ft. (Sec.1205(a) One-half of all required window area must be openable in 1 6. Provide mechanical ventilation capable of / providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 1205(a) yf'. No habitable room, other than a kitchen, / shall be less than 7'0" in any dimension. Sec. 1207(c) 3/Show, that ceiling height for habitable / rooms is a minimum of 7'6". Sec. 1207(a) how ceiling height for laundry rooms, Handrails shall satisfy the following: ,4('S hallways, corridors, and bathrooms is a minimum of 7'0'. Sec. 1207(a) 0 Provide handrail for stairways over 30 high when serving a single dwelling. 34. Provide 30" clear width for water closet Title 24, Sec. T25-22(b)0 T% of water closet. Sec. 1711(b) nosing of treads. Sec. 3305(j) 7 compartments and 24" clearance in front Handrail shall be 30" to 34" above the (21 1.5'. No cooking room shall be used for sleeping Handrail projecting from a wall shall urposes, unless complying as an efficiency iving unit. Sec. 1208 have a space not less than 1 1/2" between the wall and the handrail. /i The hand grip portion of handrail shall /. Specify safety glazing foi glazing in hazardous be not less than 1 1/4" nor more than 2" in cross-sectional dimension. locations such as glass doors, glazing Sec. 3305(j) (see attached) adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 yf'(Every stairway landing shall have a dimension. Glazing in shower and tub enclosures ' measured in the direction of travel, at be tempered, least equal to the stairway width. Sec. 3305(g) ,,, Sec. 1711 (f)(q)TUI (() ç/) A door may open over a stairway landing 9 38 Sleeping rooms shall' hiVe a window or provided the door, in any position, does exterior door for emergency exit. Sill ' not reduce the clear area of the landing, height shall not exceed. 44 above the floor, in the direction of stairway travel, to The window must have an openable.area of less than one-half the required width of at least.5.7 square feet with the minimum ,the stairway. Sec. 3305(g) openable width 20" and the minimum openablC'_.. oc vo stairway provided the top step is not Jheight 24". Sec. 1204 o,J...-ic'j i,tf'fj '\ A door may open inward at the top step of /1 Eaves and cornices may more than 7 1/2" lower than the floor level. a required yard more than 2 inches for,eah"--' Sec. 3303(i)2 foot of yard width if required windows open into the yard. Sec. 1206(d) 5f"Provide details of winding stairway. IA mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 65% of the long side open to the room below. /The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story____________ D. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have / not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less / than 36" in width and not less than V-8- in height, and shall be capable of opening ,at least 90 degrees. Sec. 3303(e) provide 36" high protective railing for / porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 . 4'. Show how guardrail connection details are I adequate to support 20 pounds per lineal foot at a right angle to the top rail. /Table 23-B Provide stairway and landing details. / Sec. 3305(b) & (c) Maximum rise 8" and minimum run is 9". Minimum head room is 6'6". J. Exterior stairways shall not project into Minimum width is 30". the 3 foot setback from the property lines. ...,, Sec. 3305(n) )',.JC)2,) ,t\)01 co'e'O IVi mPrE,14 rb Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. Maximum rise is 9 inches. Minimum width is 30 inches. Sec. 3305(d) (see attached) / Provide spiral stairway details: 4" a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6,inches. Sec. 3305(f) (see attached) Spiral stairways may not be used for required / exits when the area served is greater than f 400 sq. ft. Sec. 3305(f) / 57 Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(f) Provide I.C.B.O. Reasearch Report and Number / for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a)4B and Sec. 306(f) In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 61. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour ,.fire-resistive construction. Sec. 3305(m) Minimum construction specifications shall ( be made a part of the approved plans. (See attached) E. ROOFING Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minimum.pitch of_________ Specify roof material and application.. )i. Specify I.C.B.0. approval number for roof 7" materials not covered in UBC. - 74<" Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) 75/Show roof drains and overflows. Sec. 3207(a) .4 /76 skylight details to show compliance / with Sections 3401 and 5207 or provide ICBO approval number. X'Provide plastic roof panel details to show compliance with Section 5206 or provide /ICBO number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) H. MASONRY - Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 ..86. Show veneer support and Connections comply / with Sec. 3002, 4.5,6, and Sec. 2516(a) regarding ties and *9 wire in horizontal joints or note construction to be per attached -sheets 30-1 or 30-2. 88. Show height and construction details of all masonry walls. Chapter 24 89 Note that cleanout openings shall beprovided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 flu'. Show floor and roof Connections to masonry / walls. Connection shall resist 200 pounds -per lineal foot or the actual design load, whichever is greater. Sec. 2310 92". Provide material specifications for mortar. / grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth 7 are to be waterproofed. Provide detail. 94 Note that special inspection of the masonry will be required for__________________________ G."G.AR,AGE AND CARPORTS ,/00.carage requires one-hour fire protection Qfl the garage side of walls'and ceilings /;to-have ornznon to the dwelling. Table 5-B Sec.503(b) ll elements supporting floor above garage one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with UBC. Table 43-A, or be minimum 6" dimension beam and minimum 8" by 8" post. 19Z" Show I 3/8" solid core self-closing door . for openings between garage and dwelling. Sec. 503(d) 10/ Garages are not permitted to open into / ..a room used for sleeping purposes. Sec. 1104 lj?4. Openings between carport and residence / require self-closing doors and stationary windows. Sec. 1214 Ø. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-I 106" Doors between dwellings and attached garages / may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the building. - If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). 1j8' Provide 18" raised platforms for any FAU, water heater, or any other device which ,, may generate a flame or spark. Note that continuous firewall protection f shall be installed behind raised platform(s) prior to framing platform. H. FOUNDATION REQUIREMENTS )'l9. Note on plans thatA soils engineer shall 7 evaluate any unanticipated uncompacted fill or expansive soil or other soil problems .disclosed during construction". Sec.306(a)12. Submit soils classification determination " by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 22. The foundation plan does not comply with the soil report recommendation for this project______________________________________ Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. 1)4. Note on the foundation plan that 'Prior 7 to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: I. the building pad was prepared in accor- dance with the soils report: the utility trenches have been properly backfilled and compacted, and: the foundation excavations, for-thing and reinforcement comply with the soils report and approved plan." Provide spread foo 11 tings for concentrated . loads designed for 1.000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 )iote cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) i,sI. Show bloàking at ends and at supports / of floor joists, and for rafters at exterior walls. Sec. 2506(g) Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506(g) 165. Show double joists. Floor joists shall ' be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 106. Show rafter ties.. Rafter ties shall be ' spaced not more than 4 feet on center where rafters and ceiling joists are not , parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 derees to the horizontal. Sec. 251g , 8(h) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48 lap splice. Sec. 2518(g)4 170. Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(f) l3,2'Show stud size and spacing. Maximum allow- -able' stud heights: 2"x4"@ 16" is 14'; J 3"x4"&2"x6"8 16"o.c. is 20'. Sec. 2518(g)2 14'3. Note an A.I.T.C. Certificate of Compl'iance for glued laminated wood members shalik be given to the Building Inspector prior to erection. Sec. 306(f) Detail all post to beam and post to footing connections. Sec. 2517(c) 4 1,. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain - maximum diaphragm dimension ratios. (Tables I,J,K). 176. Show 3"x4" or 2"x6" studs in first story ) of three story building. Sec. 2518(f) Provide truss details and truss calculations. Provide roof framing plan. . Sec. 302(a)7 /49. Provide framing sections through____________ Show height of all foundation walla. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 14's. Show distance of foundation to edge of I cut or fill slopes and show steepness and heights of Cuts and fills. Chapter 29 Note on plans that wood shall be 6" above finish grade. Sec. 2417(c) 7. 0. Note on plans that surface water will drain ( away from building and show drainage pattern and key elevations. Sec. 2905(f) )1. Dimension foundation per Table 29A. TABLE NO. 29A—FOUNDATIONS FOR STUD BEARING. WALLS—MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALl. FOOTING FOOTING SURFACE STORIES ($achu) (Inches) (Inches) OF GROUND AND FINISH CONCRETE UNIT MASONRY GRADE (maRes) 1 6 6 12 6 12 2 8 8 15 7 18 3 10. .10 18 8 24 NOTES: %Vher, unusual conditions or frost conditions are found, footings and foundations shall be as required in Section 2907(a). The ground under the floor may be excavated to the elevation of the top of the footing. ).42. Show foundation sills to be pressure treated, / or equal. Sec. 2517(c) 3. Show foundation bolt size and spacing. Sec. 2907(e) Specify size, ICB0 number and manufacturer of power driven pins. Show edge and end _distance and spacing. Sec. 306(f) Show size, imbedment and location of hold i' down anchors on foundation plan. Sec. 2312(f) Note on plan that hold down anchors must , be tied in place prior to foundation inspection. 1/Sec. 2312(f) Show adequate footings under all shear 9' walls. Sec. 2311(e) Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) )4'9. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 14. Show pier size, spacing and depth into / undisturbed soil. Table 29-A, 151. Show minimum under floor access of 18"x 24". / Sec. 2517 I47( Show minimum under floor ventilation equal / to 1 1/2 sq. ft. for each 25 11inea1 feet of exterior foundation with openings as close to Corners as practicable to provide cross ventilation on at least two approximate- ,sSection 302(a) 7 iy opposite sides. Sec. 2517 au. Specify all header sizes for opening over, 4' wide. Sec. 2518(g) 7 8 Provide calculations for___________________ c O' 'C9 (cee3e). _Section 302(a) 7 In areas subject to water splash'and in exterior locations, wood columns and posts shall be supported by piers projecting, at least 2" above the finished grade and shall bear on .a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(c)4 I. FRAMING X Show all joists, rafters, beams, and posts 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5" and thicker shall be No. I Grade Douglas .Fir-Larch or better. (Table 25-A-I) Show wall bracing. Every exterior wood ' stud wall and main cross partition shall e braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec. 2518(9)5 Show location of attic access with minimun size 22" x 30". Sec. 3205 Show draft separation for attic areas 7'in excess of 3,000 sq.ft. Sec. 3205 lfr{. Show draft separation. for space between 7 dropped ceilings and floor above in excess j of 1.000 sq.ft. Sec. 2517 lfr(. Specify plywood grade and panel indenti- 7 ficatiortindex. Table 25-J -. ,(i. When roof pitch is less than 3:12, design ( ridge as a beam. Sec. 2518 (h) 1 8. Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in / height. Sec. 2516(b) 49. Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-I • ,4'o. If 'cripple wall studs are less than 14", ( framing shall be solid blocking. Sec.2518(g)6 ,Il. Cripple wall studs exceeding 4 feet in ( height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 2518(g)6 2. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior , grade. Sec. 2517(g) 3 1/3. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(e) Provide an approved waterproof building. . '/ paper under wood siding. Sec. 1701(a) )45. Specify an approved flashing for exterior / openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". / Sec. 3304(b) - Specify truss layout' for 30" x 30" attic I / access. Vi. Ridges, hips, and valleys shall.be at • least one size larger than supported / rafters. Sec. 2518(h) 3 09. Provide metal straps across ridge beam " and rafters. J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. - Show the size, location and type of all • ,heating and cooling appliances or systems. Show source of combustion air for furnace I will comply with Chaper 6, U.M.C. / 02. Every dwelling unit shall be provided with / heating facilities capable of maintain- ing a room temperature of 70° F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unobstructed working ' space in front of furnace. 204. Note on plans,clearances to be per manufac- turers listing. Sec. 704 UMC A5. Furnace shall not be installed under any ,• stairway. Sec. 704 ,UMC )66. Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance Sec. 704 UMC Show ICBO approval for prefab fireplace and provide approved installation instructions at job site. 208. Show access to the attic or under floor / furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC ,209. Note that, passageway to the attic furnace shall be unobstructed and have continuous solid flooring not 1e58 than 24 inches wide. Sec 708 UMC V'O. Show permanent electrical outlet and ( lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Section '709 ( for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. 21J Note' on plan, gas vents and non-combustible / piping passing through three floors or less-shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(a)6 K. ELECTRICAL (National Electrical Code) All wiring shalicomply with the National Electrical e. Note on the plan the amperage of electrical vice. /22,) If he electrical installation is more . an 200 amperes, show panel location - I and provide a single line diagram and load calculations including: - Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. C. Approximate length of service feeders. Provide plot plan showing services; all panel locations, circuit arrangement and load distribution on panel busses. Provide typical 'panel schedule(s). 22 Dwellings require minimum 100 amp service. how location of all electrical receptacleS. . Electrical receptacle locations and/or " spacing is not adequate in At least one receptacle shall be installed ' outdoors, in basements and attached garages,. other than laundry outlets. Art. 210-25(b) Show minimum dwelling lighting (NEC Art. 210-26(a) and GFIS in garage, baths and outdoors. NEC Art. 210-8(a). Note "UFER" ground to be provided (NEC). Art 250-81 L. PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Uniform Plumbing Code. Show water heater size, type and location on plans. 237 Show method of providing combustion air to fuel burning water heater. Sec. 1307 4. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet ,O pening into bath or bedroom. Sec. 1309 - /2 .Provide adequate barrier, to protect water from vehicle damage. 'Sec. 13'10 Show P and P valve on water heater and ,._heater show route of discharge line to exterior ,,-Sec. 1007(e) Provide dryer vent to outside. UMC -' Sec. 1903 Note on the plan that hose bibbs and lawn I sprinkler systems shall have approved • backf1ow prevention devices. Sec. 1003' /24' --Shower stall shall accomodate a 30circ:l e and have a minimum floor area of 900 sq.in. UPC 909(d) . • -: M./4OISE INSULATION (DUPLEXES) )0. Show details of duplex cosunon (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (IIC) rating on floor/ ceiling of 50 decibles. Title 25 /61. Show how penetration of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound / transmission rating. Title 25 20. Provide insulation in walls and ceiling J to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. N. ,.- ENERGY CONSERVATION .7f. All additions to existing residential f buildings must comply with Title 24 energy regulations. Additions exceeding 301 of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation (T20-1401(c) 27. Specify the insulation R valves for walls, / roof and ceiling. (R-ll for walls: R-19 for ceilings, or provide details and analysis for alternate design. T20-1403 Table A & 28. /4. Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-1430) Provide an analysis justifying increasing the single glazed area beyond 16% of the gross floor area. Show method to reduce heat loss to that which would occur with basic glazing. (T20-1402,def.) 2,S. Provide energy analysis to show that the bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 30%. (Exceptions:, 48,000 BTU Hr. output furnace. See also . California,Efficiency Adjustment.) T24-1404. Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-1404 T'7. Note on plan that insulation of ducts shall ,,çonform to UMC Section 1005. (T20-1404) 238'( Note on plan that all doors and windows ' to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403). Note on plan that back draft dampers are required on all fan systems exhausting air from the building. T20-1403 Electrical resistance space heating shall / not be used unless: 60% of heating/cooling is supplied by a nondepletable source. supplements a heat pump system. C. less than 10% of total heating system. d. life cycle cost analysis justifies. T20-1404 )(l. Note on plan that all heating and cooling / equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. / (75% for forced air furnaces). 82. Note on plan that no natural gas, central / heating plant may be installed without an Intermittent Ignition Device. T20-1405 2y'( Electric resistance water heating is not permitted unless verfied as cost effective y a life cycle cost analysis. T20-1406 Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc.: T20-1406 0. MISCELLANEOUS Show a minimum 2" air space and flashing - between planter and building walls. _Sec. 2517(e) 3X. Specify material to be used under the shower tile. Sec. 1707(a) )d. Specify lath and plaster to comply with Chapter 47, UBC. 304 Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.) Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to cunvenient location of future solar panels (City Ord.) (3o Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord.) 36 . See attachment for roofing requirements. C7(LL.6SF0 _Srii 4je411h c1Iv: 0 c- • fZji.) '-oo -r--,- r Pc) lb u . N'\OWci V"rL r ctecuuzrOg NOTE: The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: 0 Building plans are substantially correct and complete. By: Date: 0 Building plans would be substantially correct and complete if minor corrections are made at counter. By: Date: Building plans require major corrections and complete plan recheck, by plan check engineer, is required. By: 1t'I' \svm Date: If you have any questions regarding this plan heck, please call _____at((I4))I4/. We would also be pleased to meet with you, at no charge, if additional assistance is needed. I. Dates ______92— Jurisdiction________________ Pre pard byt o Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO. - - BUILDING ADDRESS /ViNR c o e APPLICANT/CONTACT iIS PHONE NO. 7d ) BUILDING OCCUPANCY 3, DESIGNER PHONE_____________ TYPE' OF CONSTRUCTION . CONTRACTOR PHONE___________ BUILDING PORTION BUILDING, AREA VALUATION MULTIPLIER VALUE L/iJf14. 42 4 - Air Conditioning Commercial Residential ............ - .'. Fire .Sprinklers . Total Value Building Permit Fee t Plan Check Fee 413 CO1T - I JN1ERD.E PAR ThENIi\L_LNE.R1IAI ION _SHEET BUlL DTG_DERATMENI BUILDING ADDRESS Ile A.P.N:/i - '-/ØC'.T: , DATE :C ;EI - •"' LfCD3Yfl - PLNJ! UJ) j EPAJfffJi]i , ZONE:'LJ '. SCHOOL FEES': SAN DIEGUITO. - --. SAN MARCOS f ----ENCINITAS - CARLSBAD . _- lkl- uNlrs RIQ D PROVIDED % COVERAGE Al LOWED PROV IDED: hit PARKIN( SPACES REQ'D: PROVIDED: /5 BUILD-ING HEIGHT' EQlD: PROVIDED: . __- 'RONfSL1BLK SIDE SETBACK REAR SETBACK ALLOWED PROVIDED:- If \ INTRUSIONS:L/ RE DEVElOPMENT APPROVAL kEQ'D JPr LANDSCAPE IRRIGATION.PLAN COMMENTS: qq FN\TTRONIIENI'\L PROTECTION REQ 6/AEQ _'s(f 6 j ADDITiONAL COMMENTS: OK TO ISSUE:DATE tt1OK FO FINAL DATE LGINEERJGDEPAR1iE1J R.O.W: ,. IMPROVEMENTS: PUBLIC FACILTIES FEE: SEWER CONNECTION: DRIVEWAY LOCA1ION(S) GRADING PERMIT: EASEMENTS-:. DRATNAGI LEGAL DESCRIPTION: ADDITIONAL COMMENTS: *CHECK II ENGINEERING JNSPiC11'N REQ'U ON 1INAL OF O ISSUl DATE f fPWI OK O FINAL DATE:I fill/ i4J i j7 rjçJ.4j tT 4VT4 j * IF THIS ITEM IS NOT CI LEC KED, EU-I LDJ NC DEPARTMENT WI. LL MAKE iql5 I /71 2 s Ebe t (r•c:3 1 ?J 03 (:.iriict A'cr,Lie F'ac'i':i.c :3ch Y C 9 09 SUI JELl: I. oL 1/ ol I ( o ' t 0' No th (_ai 1.iad,' C., 3 .1. J. f a i ri 1 a Get 1t i lI1PI,: in 'oi thn ii c with '-,i u cwo s L C) I o' ii p hot i? C 01 ivr$at LC)ri Of Ji , 1'., 2 o 1982Y w have eviewed OLiT r-rpvj.oi i,1 ' ihnrL t, t.cd re e or L of . i 'r'oy LI IVC' L Lu tiori of the '0.L 1. 1. 01 ic) I t i c) n ' the s,..ibJect site dated Ju1 v 214 1980 • We a].sic) understand a s a i i I , of ji i' corivei a t LoFt that t he o p oJ 't T, i t( -b -'t 1 to he a two t or v 1 rdlyge/c,ti 'ceo I 'e T eidPI ic c.i ol '-J a oil T aJe t e C OtiS ruc. t bit r I her than, the r ai ed I tooi t ure COt isli tIC t lUll •3 S d L C at C.(.-.i .L II 0' 'r i 1 c)I t, .i 'i rnert .L U1ic r e P c)rt Iii T etit rlevolc)y mr,t p .1 a ri Ioi the i ot c t .iricl''de tmt c) T- 1.J.Ii( .3) r iii1ite I '. 1900 c 'ibic rd's of f ill sail i be PI a e rJ ii, the hi' .i. idi. I iü 131 et • Thei p t cn c. J. s a p p a r erit I hal the F,,-osed strueture w± :1. :t be foi..irided irr the imported fill J wh L eli a t.C) be tWO fec' L 01 11101 C? I fl derth beneath the tT I I( i U • :i i ,l..ITgi 'c h as the hour 1 e of the or ten -f ill 11, a, t 1 113 I ha iii root bc.pri (:~'hb s (.*? ri v wR3 I C.c'oliilTiplid t haL the LI c)rl en ',o I .t be lion e i, LVI' C.IT toui1 y rn11ter i. I whirh ' 01 P (eed' te I o t Lowitiu I PCUIl I sir' A I a I. 4 I) Pei cent of the, I I_() LIV) hoi' I i hro'ic1h a Nuu,'ipi If (J,(3, C ( IIId 11 1 ' 1 P U 13110 1. en La iii ro ()\PI I 00 lii 311 I l IC )l) I OC I 'y C) 0 c noc ret e, 01 unity over LI) jr C h, . ':k n, di rc,etc'i The )O LI 2hoi, id have, a rio 1-11 M I I3II a a I C) f, .i nit 01 ri1 I fr Li t Liii i 6f 75 dec1 i ee arid a n, i I fl`. ML IM., rohe ' or, ir I. uy rLI t i ?',O p 1)111 c 0 f clot 'he, rec OITIPIiC I i'd to a flii.ri.Lfli' ill, ol '?Q r-e r r,L O1 laboral or', di li 'ii LOPO ulia 111,11Th dc's E asc'd on the I)hU,L C. I I I ('I 11.19 C oi,VC'Ht lP,1 I 'l foot Liii e1 fo, 'ridco IT, u n LIII' iTh cYP 12' Aric.,hes he [ow 1owet,4 a'i J •3 enit 'T ado are r cc 011ifflel ided for f ouind1li 11)11 It 03 1 I. eniL 'it I)) I . and sci i a r c' 11)0 t. L r,cj c shcji i Id h. VI' III I Fi illil 'III 12- i n c hi's, reur.oct3 VOJ.0 2 F.>(,e 1 10 7895 Convoy Court San Diego California 92111 714 / 292-0660 S , p•j.t, 27:L 01/02/02 A Li owable f 66ndatipir bear ipy frV y sunes.. d0terpipOd h '-b? it C t Y E fi I h are ,l bestC (I it (-t i LII? St hP t C) 3.1. OW LI iCs jor iiii.il C I St liii (sOL. Iii(. L.J L(1t ti I ru t.19 )Ild i1ct. M LriiiotiTt anci4akimud bear—MI '_,. I ''C i p t hui.5.j d wi I h the forrr,,iL. flit, LiTtitli, Vail iP 01 Iii [0111,1111, -si±ed,,c"htTnuo65 foot iric' whi le ITi3 I ICililie valued" are ' ittciii,ip0 h' the .Iin,i.t of forii,u:L Al lowb 16'bear :i.nt cn:i i..t s-are for full 1 i ye nd dead •L s31"td maWA b 1 flCr eased- 1/3 for wind and/of çp ['ditiC Oad PO IL CONDITION AND I IJFcMLJL A L IMI TINU VAL UI b (I' cf) MENIHLJiI MAXIMUM Ci ir.t '1. ay litir or ten o)() L 1 ( Fec om art od to 90 / ) ,..- .....................-.-.- .................... 1,73 ' 8,42 i.:L8x.(1~,2xE:/L) 0.3dxD + 0o2:LxE::x(:L•,2xEI/L.) ' . Whre Q :: a.I.iowabl, behrinq value (kits ei' scLiarE. foot ) D footinG depth below 'lowest. aciJacertt Gr'ade ( feet) •. fcof,jnt;' width , (feet) L Sf OOtJ I IC, Lot 1St h .(feet Lat eralresistance to hoi I ()Iit. L iitovrmottt mW be F ovt.dod b v a 3. .1 owab lo 0 1 1 t ye o't Ii 0 and/or' coff tC i ot it of fr lot i on . of concrete to so:i. .3. • The allowable eass . v ....... r i e''t u p Kau be assumed to ho 390 Psf at, tho ' IT f i( 0 tiC r i ic a I tho y a t o o F oi toot 1 dec L h • 1 he coefficiehl of fr it t Lou uiia' bu AfAu Q561med 1.o 1 c 0061 V. Ai..lowahie passive pr.esst..ires have. b.en cortiputed gZsyyihq a . . —frictionless vpi t u c 1 e i CAntor, t ito '' u c hay t at ,d 3 evel ci 13c'erit sfadw If I ee 'rnt St i. onc ai iC O er' I WO shoblo be contacted- for - val thiit - . r.efl eat, ' the trt..,e. c,Onl*tiwns t .Me computed od llues ore.for sibtip,gondi tQns arid mph, be i. r,c i ea5p3 I /3 for w uid and/or .L 'm I. c I od u. rie : S S Fte 2 - . ' • ': . S ' ALPHA LABORATORIES INC ______ SOIL & FOUNDATION ENGINEERING 9NU83NIDNN0IIVGNflOd1IOS * 3N1 S1H0iVJ08V1 VHd1V C a9ed L)W .3JtM O I 'O 1. ' 9 9 911M r,t)o io jilT t3 L pi IP ja jue jq piiP9 q )' it ii ioj. q* tM IlfP Japijrl i'lP ssauj;T41 Ill aageaAs IC) vJLfDIJt ..tflC)J. aq pinoq 3p' L'D uo sqejsJ' S JV is 80014 31 3N iNO3 *San PA Mau JO J. ia_i E'.' l) aq pp 6_i )'II vu AV 51.101 I pUCh.) j • i i j. 4J n' i *' up, 6 ii pe 0111M 6 1P )1_i. 1t3A C'' aw"Psk sluaTai ji4aw ) IiiJ I-C Al. ).D*' diiJ. - •:a,t_i.JasaJ69.() p!J• o dJ..D.1 3j 6j.d :4; We WP P'i' 6 ;3p AW sjusTaT jjaoq.pue siTsuap pl '1 J 6 3A1 1 1 Tq'. IO -3dLht) QE J' lU)T4JLJj 1'llAt)'Iiil JO DIPlt IUI,IJJtIJ1IIl e L)Il IAP( pijc IDA1 lJP C v) 'loll AIIv) .) P L'.TM _iq')Taq PQIJTPd .L 4 1- t'4 3lJf) oy 1yaleApea I 1 M a4l pitt qq aouelsT p 10 ). P1 11 J- '''1 Ave 1PM 11 (ltD Dl IId I cq C.'III hDJi I'c) I - 1QJg Hz gP 774f cV/VLb' &Of Jb?7 S'3d 3A I.L M!ii7ll47 — + S 2 91d 9PJO //Ifpg.-' c9.0 pue Z 0 'J ' 'UP p11" 6 ]p 6 LJ.4t3O3 aui1saJd WlIWt<2'It JC) ado 1:aA'Ja 3AT_i.CAJSI..IO3 o auTlap,pu6 149t4 pa' ITe'a I JO yoT launj e "IJOT' ItIII1 D 'l0t.i iqi 451 p PUP SaJiiSSaJ -C wi III.II 'w p )C?J1 p. ii aqI • ' ' U it i'Dl ..j 'Utrlofl oj. IJT pa_i.e ) l:p111 'Jot_i., iq I I . ' 1 p U Ii I lepTchadeal,41 JUJ PausT;op,wq.pjnoqs,as jjem _iU'1Jaq ',C' LJi i' t)')CILu.'p _i.i IOLfl.1 M P'°t 'IJOJ 3. _i'JalIIaAUiLI Jo t) t.<' CPU' IT 6 '1 r'' ceu + )003 ) I qit .) Jt)J ¶lJll0d cS C)lJ1.(4!D N3M ptii J 4th) PAtOth) II" ht. pad6QAbp )t3Jtl)t) Ii AT' DP .'.l't.) 1 f)) (it)'i')l '3t)p 99 P TPOqs pea ) IJJOJ I. 'C'MC' )' ItJWt3AOIII jq sTIs J.O al qedea I N'M ouTulejai C itAIi'lt 6pt J.t)AUTT 3'IP > (p)ut C'' 1 ' 'Ii miii )IPIJ C3 )NINIVL i'I t U ) ) )t'C) ZI - p o ic L I 2/82 .*[l ~Rqr jhyokk VlAstlubt iow fl bo F O1 fog med in aoo urdnc ji ( h I h i C ic.t Lori' rrosfiite'J Lii our. r evj. OUS.i ..ubm :L tted: r eior t of Jul 2%:1980. Shou ]. d there be anu c'..'e sL:L ors v Please contact this. office . Thi ' oi-i- o.n t' 'ru. I. ' I o by of S If v ti E LS ;Incebelu qPprReilied ; R6sr ectf611 Q 'i ibm LI t ALPHA HA I iE flkA I OR ti INC 'RCE Q. H, Wood, 10/70 TD:1h c.c : (3) c.lphiTijt I--ii I ALPHA LABORATORIES, INC. SOIL & FOUNDATION ENGINEERING I ALPHA LABORATORIES, INC SOIL& FOUNDATION ENGINEERING S ProJect 2671 07,'2q/8O Mr • Joe Wit . . c/o Dave Edwards '42/' Mor ;3Ge ('VE?fliJc? Sari Dieo CA .92....[7 SUE:JECT REPORT OF CURSORY INVESTIGATION OF THE SOIL CONDITIONS FOR LOT. 17 OF L.A COSTA. ESTATES NORTH CARLS8DP CAL.IFORNIA . . . Dear sir: ,. .The -attached report has been prepared to preerut the results of are , investiGatipri of . the soil conditions at the 'subJect site, It was undertaken to provide the information to. make earthwork and foundation recommendations. - In General v we 'found srfic:i.all loose soils underlain bv medi.'m denuse 9 . rocks silt. S .. '• S We •recomiruerid the use of conventional foundations" for the roosed structure. If ou..i have ar Questions p . please do not. hesitate to contact , us. This oFPorturiit to be of service is sincere1 appy'ec:tated. ,• . . S S S 'Respectful 1 submitted ALPHA L.APORATORIES p INC. C. H. Woody RC E: '10778 '' . , : • S TD:dh cc (5) submitted' S S • ' ' . Iroject 26/1 07,2'/80 REPORT , OF SOIL 1ESTICATION - .. . FOR. : ' - LOT 17 OF LA COSTA ESTATES NORTHv CARLSE:AD, TCALIFORNIA 1 . FROJEC,T DES RIF'n:oN AND SCOFE This. report FIT,eserits the resu:its of our soils investiGation for the sinGle family de1liniG to be locatd on lot 17.of La COSt3 Estates North TM No. 75-, Carlsbad, California*' It d S, OUT ii,irct.aiidiiic th3t Zi fi am/L"c.c'o house .Of i flooi' , ty.e 'conusti'uctior, is , planned for the. , site,.,. Anticipated 1c3ds' are in the -order 1800 rounds per lineal foot. It is also understood that step foot:L....IGS are planirsd for. the sit. This investi'at:ioru was undertaken to .. • . . •'. . Deterrn:inue '. the phys:ica:L , properties of the Frev.ixlllacj soilsy Lruc huh ru the* I ..tIPF 01 t i n capacitir and settlernerut caracterist:Lcs. ' . , , • • . • .• F ruv i d rJe'i G u ifol iIu3t on, r CC dl di r, (5 cr adinic1 site Pr eai at j. oil Y o' 'odd L i c) rf,- Pa e I ALPHA LABORATORIES INC I SOIL & FOUNDATION ENGINEERING ' ProJect 2671 07/24/80 2 • )::INI) N( ;C NI:) REcc)MMENDr:r.ONS • 2 • i SiTE:. cowl:):rr:1:ONL; : The site •:is bounded b Mara;ua Street 'to the west arid sloPes c;enerai. :i. to the t;c'thtt' downward f'roni the 'street elevation. Vecetatiori on the s:tte consists of sa CIP e brush' and , native ora'.ises and wc•:•?eds Thi are reerit [' Hü (_-Xi S t ii i G s ruc. t u e' ur he site or an u indications of ariv Frev:Lous structures. 2,2 SOIL. .CONDITIONS: . The 'irf ici L soils er oiiritei ed were found to he loose sill sar.d within.' usioi of f, art' ir d r or)' • Theloos e. soils were found to ex terid depth of of 18 i riches below e J. I ru SIlT f a. c e elevation. The soils eriro' iricreri below these l605(-.- SUrf ic'ia I. sails wa s f'ou'nid to he very dense silt si"id with rock- inclusion. Due to the loose condition, of t na I s oi 1 s 9 w reconrtmer.d that the foot iIiS for the r-r o os I r' 'c't i_ire he c ei tried to d miii i mu tin "of 24 inches beioi, existiric; s'..irface elevation. It. is our uniderstanid:ft that the structure is to be of' raised floor ' te cons.tr"..',c'tiori and therefore the loose surficial 50]..:IS w 11. not be. ' detr :imenita:I to • the structures provided our recominier,dat:ior's '' ' •. • ar? ' ' fo:L-iowEci. PaGe .3 ALPHA LABORATORIES INC _____ SOIL & FOUNDATION ENGINEERING Project. 2671 07/21+/GO 2,3 FouNDATIoNs: - Conventional ' ead foot.iliGc toiinsrJed d minimum 6f,24 inches below lowest adjacent Grade are recommended for foundation support. t. Pontinuous and sniai e Poot.Lr,cis should have minimum widths or i 2 .itid 24 iirhe respectively. ivelu. 2.31 ALLOWABLE LE FOUNDATION BEARING PRESSURES as determined by soil shear strenGth are best presented b the. fo:LLowirlG formulas reltirsc toot inc' width, lenGths and depth. Minimum drid ma im''m beirins values are tabulated with the formula. Miriirn''iri values are for minimum sized coratiriuous footinGs while ma imum values are determined by the liniits of formula dccuraru! Allowbie bear iris values are for full live and dead loads and mau he increased 1/3 for wind árd/or seismic loadirG • * SOIL CONDITION AND FORMULA L IMIlING VALUES (I'sf) MINIMUM MAXIMUM I I I Erown si Lt'- ;arirl with rock (Rc'ompacto) 1.82 12.31+ Where e = allowable bearinG va:Li..'e (kips er square foot). D - fGoQnG depth below lowest ad jacenit Grade (fee t) B fOotthG width (feet) : •. L - root ii ic-, L oriG th (feet' 2.32 ELCFNTFELALI Y LOADED FOOTINGS should use an ef fective width (B) instead of actual width (E:') to compute the allowable heariri value in the drevious formula(s). Effective ive width is a function of eccentricity and iak he computed by the formula: E E. - 2 E Wherr I erc.ceritrici. t,y of load with resrc?rt to footinG ceritroi.d (feet) 2.33 FOOTINGS ON OR ADJACENT TO SLOPES will have, an allowable 'hearing capacity red'ced from those previoUsl resrnted for a Level Grade iurroundinG the foundation, The reduction is dependent upon slope steepness and the PaGe 1+ a ALPHA LABORATORIES INC SOIL & FOUNDATION ENGINEERING -4 Project 2671 07/2'+/BO horizontal distance measured at fout ins bear ins level between edge of footino arid 'f3ce of s:Lce • Footino depths , (D) for use in the bear ins capacits formula(s) should he determined as indicated in the f(D:t:I.owir.FmGsJre 2 .33. Fi11 cmpi..sted •values using this' depth dam he used if . the hor i zontal distance (H) is esual to' or Greater than s feet and zero hearinc- caF-acit if the edse of footirso is located on the face of. slope (H:=0) • Intermediate values mau he deteTmiried bu linear interpolation. 2.3'+ ESTIMATED SETTLEMENT is eo'al or less than 1/'1 and 1/8 inches for total and differential movemeritv respectivel'd. These values assume that the recommendations' presented herein are -followed and are believed to: he within- the tolerable limits of the structure, 2.1 EARTHWORK: RECOMMENDED. SPECIFICATIONS. Ana oradirso contemplated or r.eGuired -for site Preparation shold he accomplished in . accordance • with • the attached Recornerided • Gradiris QLJ.iJ.L.5U.LJlS'. ' 2 .42 COMPACTION. All elTibarskments v , structural fill structural backfillp retairgins wall backfilly trench backfilli and excessivelm loose native soil should he cOmpacted to 90 percent. Pavement suborade should he compacted to 95 percer'it. Natural undisturbed soils havinis an irrsiti..s relative compaction of less than 85 percent shoul.d be removedi replaced 9 and compacted to 90 percent. 2.13 CU-Ta-FILL TRANsIrIoNAL: AREA'S' where- fos..snidatiorss will bear •partia:Ll on cut AnSvirtda-1.1v on fill. are not r ec'ommerided • Di. -f' feT en t rorti r ess ion c,r arteT isi s c of' soils ir a cut arid fill state •' mpy result irs ursecs..'al support and coriseouerit:ia.L cracking, :rf.'a trarsi-tiors occurs at .footins hear irso level we' recommend that the entire - a-rca he undercut. and replaced with compacted fill. Ursdercutt:inss should be carried to a- miriinum depth ecuivalerst- to--the w:idest continuous footirso below the bottom of footinos. Pase 5 -• ALPHA LABORATORIES, INC. • • • • • • _____ SOIL & FOUNDATION ENGINEERING "-a ONI8NIDN3 NOIlVONflOd 13 lbS 3N1 'S31J01V808V1 VHd1V vc6 i30J PEiZ TS daAO I I I ..IJ0J .E'Lfl.1. J I I. 1JP c p .) 'V' I0J aq p1:io1s ti Iwb'J j.o io'ii .10 q.00j. e'•io e,j. Z U C1 tM 3ATLJP -t 'J0T 1. JP'4W0) .I Ic3) 1 Jf3 40 WI IWl I JEW C 03 Pt aq PT1014 lit J ' .)OJ C)lfl. 'JC'M'4-3 pue puiioue sptot itL4 ol pei pue 4Z)0J q..tri p9xt!11 3q ppirqs 'Jet .19 t .14 'IT'4 T1110N ,9UT4SII 3jiifiJd 0II 1ltM .iauliew C Ut puv, .1004 ueifl. SSai 40 S'.JLt 'Jt TTOs pajoe--jimoo'JO p)'3i-Jqs'Jo) aq ptiioqs .51113 1C-1rI ,a'.S..-.tJON 1peJ9qns .io apeag t4STI:JTJ Mo1:q .(:)O3 €up .O WOWTUEW P paJe[d aq p1.flOq5 puP 59t.t1t.fl 30 IICYE'1.II VII03 q4 (.fl.rtl aJa4.zapJT .0IJ TT O Pc9 4C.JOT aq pc,oqs sl:1:t4 t earl .3fl.1,1.S .-U0U CI Sj.iOJ V!6'Z J0 110 pa'c?.)tp'Jt SC sauii.on.is O. Ua3erpe 10 isseaue !DUTlded 6SaJ5 AspaaeA 'ft PC3OT Jt a1)e aq tltM S(t3 3SqJ 1TT4 (CSIII..DrII;S iiou 'Jo plOd11ls aq 0iJ p[noqs 5aJn3nJ'l.s. p1!)t> te.1rI')n.J.s-'Jou Sc pal.euDtcap 511.t4 lit .430.1 2(4'1 30 I. 'JiWa3Pt'-1 a q hCW 'Jot #T .OS dUO 11t10.1d P 'tIdC)J'4 hPW '3'JC)T'IPAOJ cq. U E p.14UiIOIJa 'l •t1" Ct >13O azj:snno JO iVSOdSI(] frf,' I.J1( 'J011.SJJe.I1. W41' 40 opts qea I 3)4 • . pup piuoqs '.Jtuoju.ir.i S'J0T'i.eJ'Ju t04 J. 1) 1110 .. v )q'4 lIT dti`~ il 17 ' Ci N F-).U0 puP aq. u ueq 1. 'ON 01.10 W.tTm S9II1 1.0(14 i,CiuilI I .'IC) dJJ04II1.9J o'l s t sc.c euot.tsueJ.. ..ioj E)l.JLq..iIJJdp'Jui o. 08/f,Z/LO 1/9Z 1. C).! SUBSURFACE EXPLORATION LOG • : C L 0 9— (U L) RIZATION GROUP SYMBOL GRAPH- ICAL TYPICAL NAMES C DESCRIPTION - F ~m _____ OW LL,A0 GRAVELS, gravel-sand mixtures. Wide range in grain size. a & substan al amounts of all intermediate particle sizes .z 0-' .eI i.' a Ia'C __ Li .o OP POORLY GRADED GRAVELS, gravel-sand mixtures. Predominately one size M c ' or a range of sizes with some intermediate sizes missing. GM SILTY GRAVELS, gravel-sand-silt mixtures. Appreciable amount a insi si co . of non-plastic fines. GC CLAYEY GRAVELS, gravel-sand-clay mixtures. Appreciable amount _i..> C a 5i0 of plastic fines. sw WELL GRADED SANDS, gravelly sands. Wide range in grain size a :': S substantial amounts of all intermediate particle sizes. .c 2 - P POORLY' GRADED SANDS, gravelly sands. Predominately one size <ew 0 a.-' 1--- I., or a range of sizes with some intermediate sizes missing. t.,, SM F13TTfl SILTYSANDS, sand-silt mixtures. Appreciable amount of .co' [JjJ non-plastic fines. I.. . Z 4A Sc CLAYEY SANDS, sand-clay mixtures. Appreciable amount of plastic fines. ML UH NORGANIC SILTS a Very Fine Sands, Rock Flour, Silty or Clayey Fine Sands with slight plasticity. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY_ gravelly clays, sandy clays, silty clays, lean clays. - —a I— 0 01. Jfl ORGANIC SILTS a ORGANIC SILT CLAYS of low olasticity. 1161 qu In UJ Q Z O I. . 41 MH liftuli INORGANIC SILTS, micaceous or diatomaceous fine sandy 1 19 10 1111111 or silty soils, elastic silts. Uj . CH INORGANIC CLAYS OF HIGH PLASTICITY,, fat clays. 32 a OH ORGANIC CLAYS of medium to high plasticity. HIGHLY ORGANIC SOILS PT PEAT S other highly organic soils. Legend: , °.' àmp. Percenit compaction -- tiC = Unif ied Classification = Sample location E = Sampler penetration resistence (ft. Ups/ft.) V = Natural dry density (pcf) ii = Field moisture content (° dry wt.) . * WI = Approximate location of water table . ) JOB NUMBER: _________ I ALPHA LABORATORIES, INC. PLATE NUMBER: - 2671 - , J SOIL&FOUNDATIONENGINEERING . 3 - - . MAXIMUM DENSITY AND OPTIMUM MOISTURE CONTENT (ASTM D1557.-.METH.) - SAMPLE - . DESCRIPTION SOIL OPTIMUM MAXIMUM :,, •. . .. TYPE MOIST. DENSITY -(CF) Red/Brown silty sand with, "rocks - I -1199 ; * t - . a - •,. - I - i,., .1 'f -. -t - t '- : .. DIRECT SHEAR TESTS: (All samples saturated '& drained unless note.) SAMPLE . .-. . DESCRIPTION- '- ,.- ANGLE OF COHESION • INTERNAL INTERCEPT -. . - . •' FRICTION (psF) P-1-1I Red/Browh.silty sand with -rOcks . - 320 150 .. .,. *•1•, • ..•• -. -• . *, _" . - I' * *. . I• - -. a EXPANSION TESTS SAMPLE ..,CONDITION 'INITIAL MOISTURE CONTENTS ().' NORMAL EXPANSION DENSITY STRESS - INITIAL AIR DRY FINAL. (PC F) '- (PsF) - : - - P-1@-1' Recompacted 110.3 11.2 3.0 17.4 200-.1 0 9 4 . •• .. - . . : t.• •. • .. . . ,, JOB NUMBER; ••. 1 ALPHA LABORATORIES, 'INC. 'PLATE NUMBER: Lf 2671 a1 SOIL & FOUNDATION ENGINEERING - I C L 0 4- (U (U (I) L (U (-) -c L (0 -J 47 0 RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS INTENT The intent of.these specifications is to establish procedures for clearing,' compacting natural ground, preparing areas to receive fill, and the placing and compacting of fill soil to the lines and grades indicated on the accepted plans The recommendations contained in the preliminary soils investigation report-and/or the attached special provisions are a part of the recommended grading specifications and shall supersede the provisions contained herein- after' in the case of conflict.•.- INSPECTION1& TESTING A qualified sdil engineer shall be employed io,.inspect and test the earthwork in accordance ith these specifications •and the accepted-plans. It will be --necessary that the-soil engineer ôrhis representative be allowed to provide adequate,inspect.ion so that he niay certify that the work was or was not ac- complished as specified or' indicated.. It shall be the responsibility of the , contractor to assist the soil engineer and to keep him appraised of work - . schedules, changes, new information and dates, and -new unforeseen soil con- ditions-so that he may make these certifications. - If substandard conditions (questionable soil, poor moisture control, inade- quate compaction, adverse weather,--etc.) are encountered, the soil engineer will be empow.ered.to either stop construction until the conditions are, re- medied or recommend rejection of the work. , Soil tests used to determine the degree of compaction will be performed in accordance with the following American.. Society for Testing and Materials test methods: Maximum Density.& Optimum Moisture Content.- ASTM D1557-70T Density of Soil"In-Place - ASTM D1556 or ASTM D 2922 and 3017 PREPARATIONOF AREAS TO RECEIVE FILL •. . . - -.. Veetation,:brush, and debris shall be cleared from the areas to receive fill. - Excessively loose or detrimental soil such as loose topsoil, plowed ground, or . . • substandard fill- should be removed t&competent soil as indicated 'in the pre- .liminary soils investigation report or the special provisions, or as determined An the field by the soils engineer or his representative. . After clearing and removal of undesirable soils, the surface shall be scarified to a depth of 6 inches, brdught to the proper moisture'content, compacted, and tested for the minimum specified density. - - When the slope of the natural-ground receiving fill exceeds 20% or when con- sidered necessary by the soils engineer, the ground to receive fill shall be stepped or benched. Benches shall be cut to firm, competent soil. Thelower- bench shall be at least 10 feet wide and successive benches shall be at least 6'feet wide. The horizontal portion of 'each bench shall be compacted prior to receiving fill as' specified hereinafter. FILL MATERIAL " Materials placed in the fill should be free of deleterious substances such as excessive vegetable matter. Granular soil shall contain sufficient fine ma- terial to fill the voids Oversized rocks, expansive and/or detrimental soils are defined in the attached special provisions These soils may only be used in the fills if provision is made in the preliminary soils investigation report and/or only with the explicit 'consent-of the soils engineer. .- PLACING AND COMPACTION OF FILL Approved fill material shall be 'placed in the areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the cômpactive effort, to be efficiently applied to achieve the specified degree of compaction. Each 'layer shall be uniformly compacted to the minimum density with adequately sized equipment, either specifically designed for soil compaction or of proven relia- bility. Field density tests to check the degree of compaction will be taken by the soils engineer or his representative. The location and frequency of the tests shall be at the soils engineer's discretion. In general, the density tests will be at an interval not exceeding 2 feet in vertical rise and/or one test for each 500 cubic yards of fill placed. SEASONLIMITS Fill should not be placed during unfavorable weather. When work is interrupted, by heavy rain, filling operations shall not be resumed until proper moisture content and density of the fill has been achieved. Damage resulting from wea- ther shaH be repaired before acceptance of the work.' UNFORESEEN" CONDITIONS' In the event conditions are encountered during grading that were not encountered during the preliminary soils investigation, Alpha Laboratories, Inc. 'shall be immediately notified We assume no responsibility for conditions which differ from those found and described in the preliminary soils investigation reports 8/1/78 LEUCADIA COUNTY WATER DISTRIC1 ' APPLICATION FOR SEWER SERVICE Owner 's N am. e Jo Ph Ph Ph Ph Ph Wjst Phone No 153.4085 Mail ing Address 12.5Ji1J_• SEWER PERMIT ISSUED EncinitasCP92fl24__________ UPON Se vice Address MagP'.ac.e RECEIPT OF BUILDING PERMIT Tract Description BU ILDING. P:r'Mn MUST BE Assessor's Parcel No.-_2 15_4 LJ APPLIED FOR BYft/LO. Type of Building No. Units -1 Connection Fee $nnnn Lateral Size: 4" " 8"_ Saddle - Easement Connection (prepd 200.00) Extra-Footage: - @ $_________ Extra Depth @ r ' '• . Lateral Fee I' Amount Recd . . . . . Prorated Sewer r '. . . , • I U .' U .. II ,) . . Service F Date . .9-11lJJ9 . . . Total' Fee Rec'd By $i.w 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 Leu'cadia County Water District. The service lateral is that part of the sewer-system that extends from ,''' • the main collection line in the street (or easement) to the point in the street (.at or near the applicant's property line) where the service lateral 'is connected to the applicant's building sewer. The applicant is responsiblefor the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in thestreet (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 reguiaticns; 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 DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION- BYTHE DISTRICT WILL BE CONSIDERED NOT BE ACKNOWLEDGED INVALID AND WILL The prorated sewer service fee is based upon the dtte the District estimates that service will begin and covers the balance of the fi.scal year. There will be no additional fee or refund if service actually commences on.a different date. For succeeding fiscal years, the sewer service fee, will be collected on the tax roll in the same manner as property taxes. .. The undersigned hereby agrees that the above inforhiation given is. correct and agrees to the conditions as stated. ,0 ' 0 • "Date 10250 0ner's Signature . • . . . . Account No.