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Home My WebLink About2217 LEVANTE ST; ; 85-367; PermitAjEJoduuai — PIOQ (0 —jopadsui — V) 0 cc< ULU0 Q < <UJDC < QLUO <Xto z XK 5 zo < tr0LL Z z _l_l LL O HZ<O _Ja.a.< oIX<z c/)CO UJ a_ oO >- 0 Z UJa- H-Z 0a. <m UJin3 H 5 LDING DEPARTMENT .pp. ,rAT,ON g, pec3920081989 (619)4385525 MrrUIV»M 1 IV/n « ftrCARLSBAD BUICarlsbad Callforni. r- i ta I \>j ' 0° f*Z V' 5 ^BUSINESS LICENSE #DATE Of APPLICATIONCOgO jg g J r r s ns * >O s LU 1 Z -^o CONTRACTORS Pv#- /*« 3< ^«M, 1 ICONTRACTOR€> ^l_ - J A.«.ASSESSOR PARCEL NO,ajjo.-a^fo~5"a_SUBDIVISIONce. So **-sBLOCK, /H t ^5 5( fe 1 5t C s£ 5Sa *OWNERS PHQNE |BUILDING SO FOOTAGE•4-.89^fo z 0.j LICENSE NO^3^> w NT to ^ U —So Z "™* O CN/U ^ * SJ w "™" cc ^£DESIGNER S PHON£SftfM-eCCutzo UJo 1 S v5 to 0 t,D X*^ Cv 1^| IOESCRIPTION OF WORK |'BD 133rjv. t-v CD snu 53- -aarIN. ffi>. C3 « ^ |m en Jen -s.i sj QD?— 1 v,to iSJO3 5"v Stl 5 QJ G&) «? •V. —cu a s'—a *a | LICENSE NODESIGNER S ADDRESSI N 0 °< 1 A i/ UJ > P d. 0 c.Oo NOSTORIESUJ LU CC _J LL D Z •>- D U. f h U i I J nV) Z 5 D LL Q 0 UOo TYPECONSTREDEVELOPMENTAREAD NODUJZlen S *a: LU r— 1Q. LJo *•Z D CCO (flNtt UJ Q. UJ l/JD Q Z 0.O US TRACTCENS11\ t SUMMARY/ACCOUNT NUMBER^MECHANICAL PERMIT ISSUEO y\ [*PLUMBING PERMIT ISSUE0 I r oCNJCNJCO 0 o0 o CO CD0 >-1 o 3 CO 1 i) :fr^t— CD CD £Z>0 0CD O Q_ LO 1— a cr oo ^I Sg 0 ^V- Q. crt— LU CC X LL. Xo UJ V CNJ CNJ CO 0o CD0 o CO cc Q_ CJ oo ), ca o 00 CDo cr LU O vj EACH BUILDING SEWER- O n t£> §S o 0 T~~ 1 oo 4oLLi o Q_BOILER/COMPRESSOR UPTO 3 HP\ 0) 1^ LU CC 0 a cc t— LU X cc LU 1 1 t CM CCNJ C CNJ CCO C o c *° c%»% 0 ^ < {\— LO1— r••BOILER/COMPRESSOR 3 15 HP..„.. .,_. sr^ ><-* ^^ I In -EACH GASSYSTEM 1 TO 4 OUTLET^jJ ^J^°\ \ NJ CNINJ CNIC CO ZJ O=3 O Z> O — 1 ? is; jj S Ik ' > fa ylLJJ _J < z1_ t/JJJ -Jl £ 2 * 5jj LU N EACH INSTAI. ALTER REPAIR VUTER PIPEC\J CNJCO 0o 0 os 1 i MECH EXHAUST HOOD/DUCTS\ D /) O At b, cc o cr LU LU X tr Z) LJ_ LJ_ 0 h-y. LUcr WATER SOFTNERto CNJCO CDO O0 O CO V /< cc 1 * A ft 4) Q LO CCQ u_ OOcc o 5 CNJCD CD 0COCO % > 01 —o CD occ C/J r-~CNJCNJCO Oo 0 CO oo 1 fe 2 *)y 0 \ vJ — '*•— an Q_ Oh- CDCOCDOO o 0 CO COCO 1 o LL.o CD Q_ fc LU Z)toto SOLARO I in L1J Z)tow I—ELECTRICAL PERMIO h- CC LL Co o CO ccc CJ — 1 oo e NEW CONST EA AMP/SW1 BKR\Q^ y\d c/ c:STORAGE TANKSX CL ro Xa.EncmitasROCK STORAGEEXIST BLOG EA AMP/SWT BKR^U o 69IQUBSo_ X X San Marcos0 LLJ 0 Q_REMODEL ALTbR PER CIRCUITTEMP POLE 200 AMPS*O ^^ CVJCO CO oCD 0oo CO CDO X LU CO Z LU O _J I oo 0. CDo tr LU O S MFF O"V|-\CO"H? 8805199257TEMPOCCUPANCY (30 OAYSI*CREDIT DEPOSIT1 r TOTAL FEES PAYABLECC ooo o \ is cc UJ LU at XMOBM Nl S31WO1S £ drfO »MO*iOnyiSMOO WO NOtJJTOW3AO SNOU.VAYOX3 UOd a3Hlf)O3a S< .* AN OSHA PEftMST5 0 DEEP AND DlSTRUCTURES OVg3 ovjs onsofthts> Jd ng or wo kthe d te of suchs susp tfed oof 1 80 davsgO^to (under thenuH and votd H thei wrthn 180 days fromed by such pe m time ced fo per odft Every pe mhss edbytheBuikexptre t>y 1 mitat on a d becomby such pe m)t s not commencecf the fat/fid no o wo k authoat any time afte the work t$ onii! 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JCL J --» < Q - UJ " *:30JLJJ - xo zgi— LU CLCOz GUNITE OR GROUTLU O r£ CL O 0 ^ OCO ^ O Z Luo a cc Og LL D UJ DCLL m CO [ 0 DC 0'cc c CL L ^ 1 CC SHEATHING D ROOF D SHLnz z— \_J i-} 7 3 3i. N< 1 FRAMELD UJaoz o < CLQ-"- oD ot- oUCM3 cr LX ^ co O a fc ^s EXTERIOR LATHQ UJ LU tcc cc£"UJ ^cr 0 CL O ^^ >INSULATIONO LL2g ZLU t— CO OCL k 5 1 _l < § >- DC Q 5 DC O CCLU H Z UJH UJcc(JzOU X s *% V oz Q LU § Q LU LL ^PLUMBING*.s i oz LUcrH-0) ( I i ^ 1 ^ Oo D_ D O0 m Qz cc LU LU CO n ,, ' D ^ j c Lh< [ LhC< [ C cc0uc. V- ^ X, 5 sS ^5 cu t> : u 0t> : 3F 55 > jj^ 5 «* DC ^< "t JL) 1 /) ^« ^ CC LU n LU CO I n i- o Q. O * C- I -TUB AND SHOWER PAN \,1t * ^ ^o OT 0 00UJ CL V, ^ COUJ1- co a V *• DL h C< c0 [ cuh< UD au H< C f J f \ c LJ •r> - D 0 : cJ Jc cJ t> ] «!•' *< v * 1 i \*ELECTRICAL \V1 \ ^ DCLU LLLL 3 D ELECTRIC UNDERGROUND OV \j s C, c cu u 2 C Ca v V V X ) 1- ) JJ 3 3 > )/ - OC CC D ELECTRIC SERVICE D TEMPCJD BONDING D POOL i•< CM • t 3 u ^ jt j : j Vv 1V o E LL LU CC a UJ Q. Q n -HEAT - AIR COND SYSTEMS \—VENTILATING SYSTEMS \r>* UJI--^f bea.oct0.1 0.1«*: ~j<-~i LU 3T *'S 0 CALL FORflNAL INSPECT}^jj> Dt a.jH. 2JjojX) JJ> ^ LU DCD<c :o jj ^ - _j ill PLUMBING '"X !r**»w^i ELECTRICAL "\!***, ^'•^i•* jr- •j z<rjLU.5 -s. 5-•**. *^s / CO o •>.BUILDING |SPECIAL CONDITIONS !-«~*J- I FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 85-367 DATE: . 2217-2219 Levante PROJECT NO.: TYPE OF UNIT: . CONTACT PERSON:. CONTACT TELEPHONE:. UNIT NUMBER: NUMBER OF UNITS: Richard Armstrong PHASE NO.: 439-1311 INSPECTED BY:. *<2^ DATE /°/J7£& /_) INSPECTED: _ APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED INSPECTED BY:_ DATE INSPECTED:APPROVED DISAPPROVED ALL DEPARTMENTS COMMENTS: Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: 5-367 DATE: . ADDRESS: PROJECT NO.: TYPE OF UNIT: Duplex CONTACT PERSON: 2217-2219 Levante UNIT NUMBER: PHASE NO.: NUMBER OF UNITS: 2 Richard Armstronn /6JP"'^+"e73& ^MA^S 1If *S<* J CONTACT TELEPHONE:439-1311 INSPECTED BY: INSPECTED BY: INSPECTED BY: /DATE £?_/ Q^&Ly (/ INSPECTED: / / 7<^ ^-^APPROVED _ DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED ALL DEPARTMENTS COMMENTS: y Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: 85-367 DATE: ?217-2219 Levante Duplex CONTACT PERSON:. CONTACT TELEPHONE:. UNIT NUMBER: NUMBER OF UNITS: PHASE NO.: Richard Armstrong 439-1311 INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED ALL DEPARTMENTS COMMENTS: Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR SUITE 2O8 SAN DIEGO CA 92123 (619) 560-1468 DATE JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME APPLICANT URISDICTION QPLAN CHECKER FILE COPY UPS DESIGNER \1 DU D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is the jurisdiction's copy for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to D Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff did advise applicant that the plan check has been completed Person contacted Date contacted REMARKS Telephone #_ BY A M//IA (lArt\+L<1 RNCL tfSGIL CORPdRATld: ESGIL CORPORATION 9320 CHESAPEAKE DR SUITE 2O8 SAN DIEGO CA 92123 (619) 560-1468 DATE JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS PROJECT NAME QAPPLICANT SJURISDICTION PLAN CHECKER QFILE COPY gups QDESIGNER D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is the jurisdiction's copy for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to D Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff did advise applicant that the plan check has been completed Person contacted Date contacted REMARKS Telephone #_ BY ESGIL CORPORATION O ENCL PLAN CHECK NO JURISDICTION TO 2.1DI gi CftnniOO AHol Telephone I Enclosures © PROJECT ADDRESS PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction fc \&- Date plans received by plan checker Co ll Date initial plan check completed-;-|S FORWARD PLEASE READ Plan check is United 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 Departnen Engineering Department or other departmen s The items circled below need clarification modification or change All circled items have to be satisfied before the plans will be in conformance with the cited codes and regula- tions Per Sec 303 (c) 1982 Uniform Building Code the approval of the plans does not permit the violation of any state county or city law 0 f © O 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 f~l Esgll Corp 9320 Chesapeake Dr Sui e *208 San Diego CA 92123 1619) 560-1*68 • Jurisdiction Building Department Q APPLICANT COPY D JURISDICTION COPY Q PLAN CHECK COPY D FILE COPY To facilitate rechecklng 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 Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans The respon- sible designer is required to sign each plan sheet Section 302 (b) Plans specifications and calculations shall be signed by a California State licensed engineer or architect (California Business and Professions Code) 0£ 0uiU>l*>6 Specify on the title sheet of the plans the gross floor area of each element of this project including Dwelling Garage Carport Patio deck and balcony Provide a statement on the title sheet of the plans that this project shall comply with the following edition of the codes as adopted by the City f\f\ UBC rl-TkUHC 1373 UPC|0|g?| NEC _ Submit fully dimensioned plot plan drawn to sea e showing location size and use of all existing and proposed struc ures 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 s ructures and show elevations at all lot corners Section 302 (a)7 Indicate distance from center-line of street or alley to property line and distance from property lines to proposed building Section 302 (a)7 FIRE PROTECTION 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 Section 1709 (a) ) Projections Including eaves may not extend more than 12 inches into the 3 foot setback from the property line Eaves over required windows shall be not less than 30 inches from the side and rear property lines Section 1710 and Section 504 (a) and (b) A0£ Dlfftt-UlX TO Projections including eaves shall be one hour fire resistive construction heavy timber or of non-combustible material if they project into the 3 setback area from the property line Section 1710 Show location of permanently wired smoke detectors Section 1210 A< ^£/OTE*L Of kf -TB? n£ ^Aitfa «%e Beceaaxii AT \Z A smoke detector shall be installed n the / basement of dwelling units having a stair- way which opens from the basement into the dwelling Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area Section 1210 C ROOM SIZES LIGHT.VENTILATION AND GLAZING / <i Habitable rooms other than kitchens shall contain at least 70 square feet of floor area Section 1207 (b) 1/5 Window area must be at least 1/10 of the / floor area and a minimum of 10 square feet per Section 1205 (a) Appears to be deficient in Openable window area in habitable rooms 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 (Section 1205 (a) ) ___^_ At least j of the common wall must be open and have an opening not less than 25 sq ft if light and ventilation is being supplied from an adjacent room Section 1205(a) Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open Section 1205(a) 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 Section 1205 (a) No habit^ole room other than a kitchen shall be less than 70 in any dimension Section 1207 (c) f f Show that celling height for habitable rooms is a minimum of 7 6 Section 1207 (a) Show ceiling height for laundry rooms hallways corridors and bathrooms is a minimum of 7 0 Section 1207 (a) Provide 30 clear width for water closet compartments and 24 clearance in front of water closet Section 511 (a) Specify safety glazing for glazing in hazardous locations such as glass doors glazing adjacent to such doors and glazing adjacent to walking surfaces Section 5406 Glazing in shower and tub enclosures shall be tempered laminated or approved plastic (including windows within 5 feet of tub or shower floor) Section 5406 (d) Sleeping rooms shall have a window or exterior door for emergency exit Sill height shall not exceed 44 above the floor The window must have an openable area of at least 5 7 square feet with the minimum openable width 20 and the minimum openable height 24 Section 1204 A 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 mezzan-tne floor must have a clear height of 7 feet above and below and must have the long side open to the room below except for posts and pro- tective walls or railings not exceeding 42 in height Section 1716 The loft you show does not comply as a mezzanine floor and is by Building Code definition a story EXITS STAIRWAYS AND RAILINGS Floors above the second story shall have not less than 2 exits Section 3303 (a) Required exit doorways shall be not less than 36 in width and not less than 68 in height and shall be capable of opening at least 90 degrees Section 3304 (e) BOTH AT AA)D eaO/v» f f Provide 36 high protective railing for porches balconies and open sides of landings Maximum opening between railings shall be less than Q Section1711 AT iujfeeiQfi. *rTAift Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail Table 23-B Provide stairway ard landing details Section 3306 (b) 4 (c) a Maximum rise 8 and minimum run is 9 b Minimum head room is 6 6 c Minimum width is 30 Handrails shall satisfy the following a Provide handrail for stairways with 4 or more risers b Handrail shall be 30 to 34 above the nosing of treads c The hand grip portion of handrail shal1 be not le^s than 1 I/A nor more than 2 in cross-sectional dimension oection 3306 (j) (see attached) Every stairway landing shall have a dimension measured in the direction of travel at least equal to the stairway width Section 3306 (g) A door may open over a stairway landing provided the door in any position does not reduce the clear area of the landing in the direction of stairway travel to less than one-half the required width of the stairway Section 3T06 (g) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2 lower than the floor level Section 3304 (h) Provide details of winding stairway a Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway b Maximum rise is 9 inches c Minimum width is 30 inches Section 3306 fd) f f- © Provide spiral stairway details a Minimum run is 7 1/2 inches at a point from where the tread is the narrowest b Maximum rise is 9 1/2 inches c Minimum headroom is 6 feet 6 inches Section 3306 (f) Spiral stairways may not be used for required exits when the area served is greater than 400 sq ft Section 3306 (f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail Section 3306 (f) Provide I C B 0 Research 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 Section 306 (a) 4B and Section 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 stairway An exit balcony with 2 separated stairways is exenpt Section 3306 (1) Exterior stairways shall not project into the 3 foot setback from the property lines Section 3306 (n)i 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 construe on Section 3306 (m) ROOFING Specify roof pitch Roof pitch is not adequate for roof type specified Specify minimum pitch of i\b Specify roof material and application /9 Specify I C B 0 or U L approval number for roof materials not covered in UBC Specify that wood shakes are pressure treated Class C (when required by Jurisdiction Ordinance) (Provide ICBO I) y f Specify that the roof system shall be fire retardant complying with Section 3203 (e) (when required by Jurisdiction Ordinance) Specify roof slope for drainage or design Q to support accumulated water Section ^_^ 3207 (a) i per ft min pitch per /TT^ Section 2511 (d)6 \ / Show roof drains and overflows Section 1207 Provide skylight details to show compliance J( with Sections 3401 and 5207 or provide ICBO r approval number (4 min between plastic skylights) Show attic ventilation Minimjm vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above ceiling Joists Section 3205 (c) MASONRY Provide fireplace construction details or note construction to be per attached 6K> fireplace standard drawing Section 3707 Show veneer support and connections comply , with Section 3002 456 and Section 6/T 2515 (a) regarding ties and #9 wire in ' horizontal joints or note construction to be per attached sheets 30-1 or 30-2 Show height and construction details of all masonry walls Chapter 24 K)OTt TrWVf -TO \icrT \\o iiO GlbbS d\/e.ft. 6ti& «To£W IN Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4 in a single pour Cleanout shall be sealed before grouting after inspection Section 2415 Show floor and roof connections to masonry walls Connection shall resist 200 pounds per lineal foot or the actual design load H whichever is greater Section 2310 Show how masonry houoe walls retaining earth are to be waterproofed Provide detail Show a minimum 2 air space and flashing between planter and building walls Section 2517 (e) GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling Table 5-B , Section 503 (b) ^ffouJ TlPfe'* " DeVujtfU- L_5/e> 'J All elements supporting floor above garage to have one-hour fire-resistive protection on the garage side Section 503 Beams and posts not within the wall or ceiling construction must comply with UBC Table 43-A or be minimum 6 wide by 10 depth beam and minimum 8 by 8 post Show 1 3/8 solid core self-closing door for openings between garage and duelling Section 503 (d) Garages are not permitted to open into a room used for sleeping purposes Section 1104 Openings between carport and residence require self-closing doors and stationary windows Section 1214 Show garage framing section size of header over garage opening lateral cross bracing at plate line method of bracing garage front and holddowns when required Chapter 23 NOTE Minimum plywood diaphragm ratio is 3 1/2 to 1 Table 25-1 Doors may open into the garage only if the floor or landing in the garage is not more than 1/2 lower than the door threshold Provide 18 raised platforms for any FAU water heater or any other device which may generate a flame or spark FOUNDATION REQUIREMENTS Note on plans that A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction Section 306 (a) 12 >* 7* J* Submit soils classification determination by a licensed engineer or architect based on observation tests borings or excava tions and containing comments on the degree of expansiveness compressibility and bear- ing value The report shall include founda- tion recommendations Section 2905 Note on the plan the soils classification whether or not the soil Is expansive and note the allowable bearing value Section 2905 The foundation plan does not comply with the soil report recommendation for this project Provide notes on the foundation plan list- ing the soils report recommendations for foundations slab and building pad prepara- tion Note on the foundation plan tha<- Prior to the Contractor requesting a Building Departmen foundation inspection the soils engineer shall advise the Building Official in writing that 1 the building pad was prepared in accordance with the soils report 2 the utility trenches have been properly backfilled and compacted and 3 the fojndation excavations forming and reinforcement comply with the soils report and approved plan Provide spread footings for concentrated loads designed for 1 000 PSF soil bear- ing or per bearing value as determined by an engineer or architect Chapter 29 Show height of all foundation walls Chapter 23 Show height of retained earth on all foundation walls Chapter 23 Show distance of foundation to edge of 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 Section 2516 (c) 7 Note on plans that surface water will drain away from building and show drainage pattern and key elevations Section 2905 (f) Sri Dimension foundation per Table 29A TABLE NO. 2«-A—FOUNDATIONS FOR STUD BEARING WALLS—MINIUWJ REQUIREMENTS NU ornoo BUP»OWTtO POUNO«nON 1 2 3 TMIC € Of POUND TON W»U-ItocfM) CONC cn 6 8 10 UMTUAaOMWY 6 t 10 WIOTH OfPOOTV*O <M-~I 12 I] 18 TWICOf oonNO IhcKM) 6 7 t DC n u>» BOUMO »U MCC 12 II 24 Where il ond or froil cond onl «re found foot g and foundit on» Uuti be as req red Sec on 907 ( ) The ground nde th HOOT may be exc vsied I he tevu f the op f he fool { RMndiuofti nuy pport roof add ion Ihc pulMed mbcr f floon supporting roof only »hall be u req ircd for supporting one floor. Show foundation sills to be pressure treated or equal Sec ion 2517 (c) 3 Show foundation bolt size and spacing Section 2907 (e) Specify size ICBO number and manufac- turer of power driven pins Show edge and end distance and spacing Section 306 (f) Show size imbedment and location of hold down anchors on foundation plan Section 2312 (f) Note on pian that hold down anchors must be tied in place prior to founda- tion inspection Section 2312 (f) Show adequate ""ootirgs under all bearing walls and shear walls Section 2311 (e) Show stepped footings for slopes steeper than 1 10 Section 2907 (c) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12 clearance to bottom of girders Section 2516 (c) TH>T 9JE Show pier size spacing and depth into ' undisturbed soil Table 29-A Show minimum under Tloor access of 18 x 24 Section 2516 (c) Show minimum under floor ventilation equal to 1 sq ft for each 150 sq ft of under floor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approxi- mately opposite sides Section 2516 (c) Specify that posts embedded in concrete shall be pressure treated per UBC Std No 25-12 Section 2516 (c) FRAMING Min'mum construction specifications shall be made a part of the approved plans (See attached) Show wall bracing Every exterior wood stud wall and nain cross parti ion shall be braced at each end at at least every 25 feet of length with ^x4 diagonal let- in brace or equivalent Section 2517 (g)3 Note cross bridging or blocking Floor Joists and rafters 12 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet unless both edgeo are held in line Sec 2506 (g) Show blocking at ends and at supports of floor joists and for rafters at exterior walls Section 2517(d)3 Show solid blocking at ridge line and at exterior walls on trussed roofs Section 2506 (g) Show double joists Floor joists shall be doubled under bearing partitions running parallel with the joists Section 2517 (d) 5 Show rafter ties Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel Section 2517 (h) Show raster purlin braces to be not less than 45 degrees to the horizontal Section 2517 (h) /04 ibio I!/9 1/3 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 Section 2517 (g) Show nailing will be in compliance with Table 25-0 Provide fire stops at the following locations per Section 2516 (f) 10/3 Show stud size and spacing Maximum allow- able stud heights Bearing wall 2x4 and 2x6 max 10 Non-bearing 2x4 max 14 2x6 max 20 Table 25-R 3 Note an A I T C Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection Section 306 (f) rlO Detail all post to beam and post to footing connections Section 2516 (c) Detail shea" transfer connection including roof and floor diaphragms to shear walls Section 2513 Specify nail size and spacing for all shear walls floor and roof diaphragms Indicate required blocking Maintain maximum dia- phragm dinension ratios (Tables 25 I J K) and Section 4713 (d) Sho». 3 x4 or 2 x6 studs in first story of three story building Table 25-R-3 Provide truss details and truss calculations Provide roof framing plan and floor framing plan Section 302 (a)7 1/6 Provide framing sections through Section 302 (a) 7 Specify all header sizes for opening over 4 wide Section 2517 (g) 5 MS. 1/8 Provide calculations for Specify truss layout for 30 attic access x 30 'X' 1^6 Section 320 (a) 7 Show on the plans all structural requirements from the calculations 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 founda ion grade redwood or cedar Section 2516 (c) 4 Show loca ion of attic access with minimum size 22 x 30 Section 3205 Show draft separation for attic areas between uni s in a duplex Section 2516 (f) Show draft separation for space between dropped ceilings and floo- above in excess of 1 000 sq f Section 2516 (f) Specify plywood grade and panel inden i- fication index Table 25-N 12/5 When roof pitch is less than 3 12 design ' ridge as a beam Section 2517 (h) If foundation cripple wall studs are less than 14 framing shall be solid blocking Section 2517 (g) 4 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 Section 2517 (g) 4 T \ 128J Show plywood sheathing over exposed eaves or other weather exposed areas is exterior grade Section 2516 (g)3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed Section 4706 (e) Show corridor width to be minimum 36 Section 3305 (b) 1/JO Ridges hips and valleys shall be at leaot one size larger than supported rafters Section 2517 (h) 3 Provide metal straps across ridge beam and rafters J MECHANICAL All heating ventilating and cooling systems and appliances shall couply with the Unifo m Mechanical Code Show the size, loca ion and type of all heating and cooling appliance^ or systems fl35) Show method of providing combustion air to furnace that will comply with Chapter 6 UMC Every dwell ng unit shall be provided with heating facilities capable of ma nta ning a -oom 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 Note on plans clearances to be per manufac- turers listing Section 704 UMC Furnace shall not be installed under any stairway Section 704 UMC Furnace shall not be installed in any bedroom bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance enclosed furnace or electric heating appliance Section 704 UMC Show IC30 approval for prefab fireplace and provide approved installation in- structions at job site Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches Sec 708 & 709 UMC jua LAUJb f-PtLL. &)£ OXfO a. \(a r ^fifties JhlAMS 3fi**3fl"v \6"r35g? PA£>4 tU £M/ AT Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide Section 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace Section 708 UMC 1A 5 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 0Note 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 Section 1706 (a)6 K ELECTRICAL (Rational Electrical Code) All wiring shall comply with the National Electr Code i 47 Note on the plan the amperage of electrical service 1/8 Show location of all electrical receptacles 1<Electrical receptacle loca ions and/or spacing is not adequate in 0 At least one receptacle shall be installed outdoors in basements an-1 a tached garages other than laundry outlets Art 210-25(b) Show minimum dwelling lighting (NEC Art 210-26(a) and GFI s in garage batho and outdoors NEC Art 210-8(a) Note UFE^ ground to be provided (NEC) Art 250-81 L PLUMBING (Jniform Plun-bing Coda) All plumbing shall comply with the Uniform Plumbing Code Show water heater size type and location on plans ^tW>u)iJ tob Gt.FfTK.V- £»*) *tf&C WoT ?£*.rtUTTe& if\> rtttvgf LC**&> f^b^LShow method of providing co-nbustion air to fuel burning water heater Section 1307 1*3 Fuel combustion water heater shall not be Installed in bath or bedroom or in a closet opening into bath or bedroon Section 1309 Provide adequate barrier to protect water heater fro-n vehicle damage Section 1310 Show T and P Valve on water heater and show route of discharge line to exterior Section 1007 (e) Provide dryer vent to outside 1903 UMC Section Note on the plan tha hose bibbs and lawn sprinkler systems shall have approved back'low prevent on devices Section 1003 Shower stall shall accommodate a 30 circle and have a minimum floor area of 900 sq in UPC 909 (d) NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 deribles and on Impact Insula ion Class (IIC) rating on floor/ceiling of 50 decibles Title 25 how penetration of assenblies for p ping electrical devices recessed cabinets bathtubs soffits or heating ventilating or exhaust duct"! shall be sealed lines or insulated to maintain required sound transmission rating Title 25 fefi. 5TU0 M/AU. - fEKHHTTfet? AT 4Et0*JProvide insulation in walls and ceil ng to achieve STC of 50 between garage and living area if garage use is not con- trolled by resident Title 25 N ENERGY CONSERVATION! Please Read New State Mandated Regulations (Calif Admin Code) became effective June 16 1983 and require that the design satisfy one of the alternative energy packages A B C D E 1 2 3 4 5 6 or AB 163 The law also requires that many manda ory conserva- tion items be satisfied is in Zone Copies of the Residential Energy Conservation Manual may be ob ained from Publications Unit California Energy Co-mission 111 Howe Avenue MS 50 Sacramento California 95825 (Tel (916) 920-62161) California Building Officials also maintain a telephone hotline between 10 00 A M and Noon and 1 00 P M to 4 00 P M at (916) 456-38 3 Show on the title sheet of the plans the alternative energy package that was selected ieABCDE12 3 4 5 6 or AB 163 to show compliance and provide calculations and other data, appropriate to that selected pacxage The responsible designer should sign a statement on the plan title sheet The design submitted substantially conforms to the Energy Regulations for Res dential Buildings 1/6 Show he R value for the walls ceiling and related areas floors Th<* plans are not In compliance with the energy conservation compliance package selected or design calculations provided ShoJ on plans conformance as follows Specify on the Building Plans all of the mandatory energy conservation require- ments as listed on the enclosure titled Mandatory Energy Conservation Require- men ts Show the size type and location of the space heating (or cooling) system and provide energy calculations if the output BTU/Hr exceeds 45 000 BTU/Hr output Outdoor pools and spas with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks etc T20-1406 NOTE Please see additional comments on the next sheet If you have any questions regarding this plan check please call CfMM at (167) Provide a schedule on the plans showing thermal mass requirement Specify rooms materials required area and thickness of materials i^ A&jl(3\f&& ffc/ J'Atl^.AiyC ©Show double glazing as per Energy Design on Glazing schedule if %&£3O\e&D 189 Show total glazing areas on the plans '/170 Show on the plan how shading requirements ' will be satisfied lil Show on the plans details of required movable ' insulation Show how the curtains or device will be sealed and gasketed to provide a dead air space THANK YOU Date i -7-is-ag Prepared by« Jurisdiction VALUATION AND PLAN CHECK FEE Q Bldg Dept. p Esgil PLAN CHECK NO BUILDING ADDRESS •2^1-7 PHONE NOAPPLICANT/CONTACT g>rn-»go BUILDING OCCUPANCY g-^/m ouPi^.« DESIGNER PHONE - >3i| TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION LnhftlAr AI2.EA- /5-^RA^^ f\&£rL&£& t>»*L Air Conditioning Commercial Residential Res or Comm Fire Sprinklers Total Value BUILDING AREA 45M34 tfl ^>oih r^ saotii VALUATION MULTIPLIER ^8 ^^'/^ vs /<zrz> j^sf- ? 2^s^ § @ e VALUE o2f3.SSz. ja-^v^^vz M,^^o iD^oy — Gro<oo Sfeo" t6<&)j) &&z^ SfSSyS'S'Z— Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee_$ D Energy Regulations (Fee x 1 1) Q Handicapped Regulations (Fee x 1 065) 575 COM MENTS,_ 8/4/82 SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO CALCULATED BY CHECKED 8Y SCALE OF / ^-?_ ~ DATE. ^€^•*3&7?7/rtj^> -g- ^_>y&y'Az -/ao '6> .o -^ *>- / / // ./ ,v SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744 0111 joe-ATERIAL SPECIFICATIONS SHEET NO CALCULATED 8Y_i CH£i.K£D BY- SCALE Of. OATS. OATE. LUMBER FRAMING HARDWARE PLYWOOD CONCRETE BLOCK MASONRY CONCRETE RE3A1 STEEL SEAL'S, HEADERS, COLUI MS JOISTS 4 RAFTERS GLULAM BEA^S 2 x 4, 3 x 4 STUDS SE PSOM DF 1 DF 2 DF 24? CONSTRUCTION CD GRADE UNLESS NOTED OTHERWISE ALL PANEL EDGES BLOCKED UNLESS NOTED OTHER-VISE f <m =* 1500 psi LT. WT. UNITS G^OUT f»c - 2000 psi FOUNDATIONS £*c = 2°°0 PS1 3SA^S> STRUCTURAL SLABS,COLUI'NS ffc = 3000 psi #5 or SrALLER OTHER BOLTS PIPE COLUMNS ROLLED SHAPES, PLATE T/ELDS RE3AR VELDS Fy = 40 ksi Fy = 60 ksi A307 UNLESS NOTED OTHER- WISE A53 A36 E70xx USE LOW HYDRO- GEN ELECTRODES i<'AX C CONTENT 0.3£ ^ AX ''n CONTENT 0 6£ SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744-0111 3$UffT k|(-> CX <~,i\ r,i\\ ITFO flv (_X^-/^~' rucrircn Bv 9(-»ie ne / *y niTB // ~cr =// SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744-0111 SHCFT wo / CALT.MI ATEO BV V, <£,£ /3r.Hfr.xfn nv «CAIP nc , •/~<7/?£5 _ OATP n^TF /$ / /4(^? '<^i•^ - 7 / A ^ ? ±-z-.fc-1*1 4^2 frr*4/ r SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr Suite B SAN MARCOS CALIFORNIA 92069 (619) 744-0111 JO8- SHEET NO Of CALCULATEO 9Y. CHECKED BY SCALE DATE- SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Or Suite B SAN MARCOS CALIFORNIA 92069 (619) 744-0111 SHEET NO OF.7s- CALCULATED 9Y_ CHECKED BY SCALE DATE , szc* =- 2- / <-f>\/'1=>t / O/V "^ v /*?&$)*- SAN MARCOS ENGINE Civil Engineers 380 Mulberry Or Sut SAN MARCOS CALIFORNI/ (619) 744-0111 to i / ' T.' i ERING / ^ ^ /x_ <;MFFT MO / "e ''^^ *V?,,.-« TALCULATED 9V *J> €S~ f<?7 SL<J n»TB x^< XLjL^i^ C^J k 92069 &C*S. tZ^-^jkS ' ^ x< OHSCK^O WV n»rp SC»I P - - - - - - - • „ - . . tn^u^/^?^ /^L \"^^jr^ ^ -2^^ ^j/ jz^<^ ^-r^^-c^y ^ ^' " /£' ^ /^/;^^^^^ /^ 1^- ^jy*,0 ro o ^- ^ r^i^ ^« — //•£ 3 "7 \y ^^ J08SAN MARCOS ENGINEERING Civil Engineers SHEET NO —a_ OF 380 Mulberry Or Suite 8 .CV»/-/--K7,M_/r> SAN MARCOS CALIFORNIA 92069 CALCULATED 9Y ^^£^Z^.^> °ATE- (619)7440111 CHECKED BY DATE. SCALE , V? ^7/04 ^ SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or Suite 9 SAN MARCOS CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO . CALCULATED BY CHECKED BY SCALE OP DATE DATE SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744-0111 J08- SHEET NO CALCULATED BY, CHECKED BY SCALE DATE. DATE. / SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO // CALCULATED BY- CHECKEO BY SCALE OF DATE DATE A - fc:.S7&97 A-S. ', , / r %$ ^W^-f2*C£_ Iw/ <%^^a2g^ x^</ cJ£>^i^rj ' \ V*' ' •^~^^^^~^*™«^™^"^"^ SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744 0111 SHEET NO CALCULATED BY. CHECKED 3V SCALE OF , OATE_ DATE SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744-0111 JOB- SHEET NO CALCULATED BY. CHECKED BY SCALE - DATE. DATE- SAN MARCOS ENGINEERING Civil Engineer* 380 Mulberry Or Suite 8 SAN MARCOS CALIFORNIA 92069 (619) 744 0111 JOB. SHEET NO CALCULATED BY_ CHECKED BY SCALE O*TE - Jf-k //?? ^=-/f^//£ V 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 # MATERIAL i" Gypsun Board (5/8") i" Gypsun Board (5/8") i" Gypsun Beard (Blkd) 5/8" Gypsun Bbard (Blkd) i" Gypsun Board (5/8") (Ea f) V Gypsun Beard (Ea F ) (5/8") i" Gypsun Bbard (Ea F )(BU<d) 5/8" Gypsun Brd. (Ea F ) (Blkd) 3/8" Plywod (Std) 3/8" Plywood (Std) 3/8"Plyx»d (Std) 3/8" Plywood (Std) 3/8 " Plyvood (Struct I) 3/8" Plywod (Std) (Ea F ) 3/8" Plywood (Std) (EA F ) 3/8" Plywxd (Std) (EA F ) ictenor ^F^ce- 5tucco/Inren.or jypsun Board itt Face-Stucco Lnt^Cyp Board ict Face-Stucco [nt^Gyp Board #££ 0^£^ o/c/at 5dCN9r(6)(6d) 5dCN$ 4" (6)(6d 5d C.N9 4" idCN § 4" 5d CN @ 7"o c (6d xJCN 9 »"oc 6d idCN @ 4" xJCN § 4" H96" o c Jd §4" o c a 93" 0 C 8d92" 0 C 8d§2" o c 8d94" 0 C. 8d@2i" 0 C 8d@2" 0 C 5dC N@ 7"OC (6d) 5dCN@ 4"o c 6d 6dCN@ 4"oc e rf't ^GR SHEAR WALL i"^ x \CT AB 972" i"l$ x ICT A B 972" i" i x IGT A J 972" V ^ x ICf A B 948" i" 6 x 10' A B 948" i" 4 x icr A3 943" 5/8" 4 x 10T AB 948" 5/8" ^ x 1CT AB 932" 5/8" i x IV A B 9 43" 5/8" rf x 1CT AB 932" 5/8" 4 x lOf A B 9 24" 5/8" i x 1CT A B 9 24" 3/4" i x 12" A B 9 24" 3/4" i x 12" *B 924" 3/4" i x 12" \ B 9 16" 3/4" 4 x 12" ^B 916" i" i x 10" \B 948" r" 4 x 10" A B 948" 5/8" ($ x 10" AB 932" ; F*ey> ANCHDRS9SH1 Raraetf3348 924" RecBetl3348 924" Ran9etJ3348 924" Ranset 13348 916" W/4x4 9 Edges V/4x4 9 Edges ( NAIL 0/C 16d 9 12" OC 16d9l2 o c 16d98" 0 C 16d98" o c 16d 9 6" o c 16d 9 6" 0 C 16d 9 4" 0 C J6d 9 4" 0 C 16d 9 6" 0 C 6d94" 0 C 6d95" o c 6d92i" oc 6d 9 2"(2 towStagg ; 6d 9 2"(2 ^owStagg ; 6d 9 IV 2 Row Staj 6d 9 li" ROM Stags 6d96" 0 C l'6d 9 6" 0 C 16d 9 4" 0 C NAJL 0/C 16d 9 6"OC 16d 9 6" 0 C 16d 9 6" o c 16d 9 6" 0 C 16d 9 6" o c 16d 9 6" o c sinpoon A35924" >unpson A35 9 16" iinpson \35924" >inpson 05 9 16" iimpann 05 9 12" Simpson O5912" Sunpeon 0598" junpson A3598" jimpaon A35 )9 12"ea si Simpson A35 ) @12"ea si L6d 9 6" 0 C I6d 9 6" 0 C Simpson A35 9 16" SHE4R/FLF .v-ioo V-125 V-150 V-175 V=200 V-250 V«300 V-350 \^265 V.385 VM92 V-635 V-730 V.770 V=1135 le V=1210 ie V=200 V»250 V=350 /•» si A m J ii SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or Suite 8 SAN MARCOS CAUFORNIA 92069 (619) 744-0111 CERTIFICATION Re Lot 217 of La Costa South Unit No 3 Man 6533 Levante Carlsbad, California This is to certify that this firm, SAN MARCOS ENGINEERING, has been retained by Richard Armstrong, AMERICAN PACIFIC DEVELOPMENT COMAPANY, to perform the required soils engineering tests and supervision of foundation construction Further certify that moisture content tests required shall be taken prior to pouring of concrete for footing and slabs at grade This certification is made to expedite the request for a building permit issuance from the City of Carlsbad officials By _ Date rf3> BENTON ENGINEERING, INC 5540RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 565-1955 TO Enka Neldner 1305 Hygia Avenue Leucadia, CA 92024 J UH171985 OB CABLSBAD ATTENTION OUR PROJECT NO 69-10-25D We are transmitting _j copy(ies) of the following "Fmal Report on Compacted Filled Lots 207 to 237, inclusive, Lots 239, 243, 246 to 248, inclusive, Lots 250 and 251, and 255 to 257, inclusive, La Costa South Unit No 3, San Diego County, California, " dated January 16, 1970 D-VTE December 12, 1984 MAIL XXXXX TO BE CALLED FOR HAND DELIVERED REMARKS Transmitted per instructions of R C Remer BENTON ENGINEERING, INC, By_R C Remer/|er Philip H Benton, Civil Engineer PHB/|er BENTON ENGINEERING INC APPLIED SOIL MECHANICS FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO CALIFORNIA 92115 PHILIP HENKING BENTON PRESIDENT CIVIL ENG NEER January 16, 1970 SAN D EGO 583 5654LA MESA 469 56S4 Rancho La Costa, Inc Route 1, Box 2550 Encmitas, California 92024 Subject Proiect No 69-10-25D Final Report on Compacted Filled Ground Lots 207 to 237, inclusive, Lots 239, 243, 246 to 248, inclusive Lots 250 and 251, and 255 to 257, inclusive La Costa South Unit No 3 San Diego County, California Gentlemen This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of Lots 207 to 237, inclusive, 239, 243, 246 to 248, inclusive, 250 and 251, and 255 to 257, inclusive, of La Costa South Unit No 3, San Diego County, California The fills were placed during the period between October 20 and December 5, 1969 The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No 1, entitled "Location of Compacted Filled Ground " The grading plan used for the placement of filled ground was prepared by Rick Engineering Company and dated September 30, 1969 The approximate locations at which the tests were taken and the final test results are presented on pages 4 to 10, inclusive, under the "Table of Test Results " The laboratory determinations of the maximum dry densities and optimum moisture contents of the major fill materials are presented on page 10, under the "Laboratory Test Results " Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these The tests were taken during the weekly periods indicated below Test Number land 2 3 to 59, inclusive 60 to 123, inclusive 124 to 168, inclusive 169 to 197, inclusive 198 to 213, inclusive 214 to 244, inclusive Week Ending October 25, 1969 November 1, 1969 November 8, 1969 November 15, 1969 November 22, 1969 November 29, 1969 December 6, 1969 Project No 69-10-25D -2- January 16, 1970 La Costa South Unit No 3 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of at least 2000 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes Tests indicate that the compacted filled ground is adequate to satisfac- torily support one or two story wood frame dwellings designed for the recommended boring value, without detrimental settlements In our report of the original investigation conducted at this subdivision, (Project No 69-3-24BC dated May 22, 1969), we stated that some "expansive" soils existed on the site and if they were allowed to remain in the upper 3 feet below finished grade some of the lots would require specially designed footings and slabs We further stated that these lots would be listed upon the completion of grading The lots where expansive soils were observed to remain within the upper 3 feet, are tabulated as follows Type A Lots 219, 220, 250 and 251 Type B Lots 221 to 224, inclusive, 226, 229, 231 and 232, and 248 and 249 It is recommended that the following special design precautions be taken for the houses to be constructed on the above-listed lots Type A Lots 1 Isolated interior piers should not be used Continuous footings should be used throughout, and these should be placed at a minimum depth of two feet below the lowest adjacent exterior final ground surface 2 Reinforce and interconnect continuously with steel bars all interior and exterior footings with two ^4 bars at 3 inches above the bottom of all footings and two *4 bars placed 1 1/2 inches below the top of the stems of the footings 3 Use raised wood floors that span between continuous footings, or reinforce all concrete slabs with 6x6- 10/10 woven wire fabric and privide a minimum of 4 inches of clean sand beneath all concrete slabs Provide a moisture barrier 2 inches below slabs under living areas 4 Separate garage slabs from perimeter footings by 1/2 inch thickness of construc- tion felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings 5 Provide positive drainage away from all perimeter footings to a horizontal distance of at least 6 feet outside the house walls BENTON ENGINEERING INC Project No 69-10-25D -3- January 16, 1970 La Costa South Unit No 3 Type B Lots Those lots listed on page 2 as Type B lots should follow all the above-listed recommendations with the two following exceptions 1 The continuous footings may be placed at a minimum depth of 18 inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots 2 Single ^4 bars placed as directed (above) near tops and bottoms of all interior and exterior footings may be substituted for the two *4 bars recommended for Type A lots Recommendations 3 to 5, inclusive, as listed for Type A lots, are applicable to the Type B lots also Respectfully submitted, BENTON ENGINEERING, INC . Philip H Benton, Civil Engineer Distr (4) Addressee (1) Rick Engineering Company (2) San Diego County Building Inspection Vista Office BENTON ENGINEERING INC Project No 69-JO-25D La Costa South Unit No 3 -4-January 16, 1970 TABLE OF TEST RESULTS Test No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Approx- imate Location Lot No 210 210 210 216 213 218 218 218 218 218 214 207 209 217, 215 208 210 211 207 216 218 218 217 226 214 226 225 212 226 225 207 208 209 207 208 226 218 227 217 216 Depth of Fill at Test In Feet 1 0 3 0 5 0 1 0 2 0 2 0 4 0 6 0 8 0 10 0 1 0 1 0 1 0 2 0 3 0 2 0 9 0 2 0 4 0 5 0 12 0 16 0 6 0 2 0 5 0 4 0 2 0 4 0 8 0 6 0 8 0 6 0 5 0 12 0 10 0 12 0 20 0 2 0 10 0 9 0 Reid Moisture % dry wt 11 3 10 7 12 2 10 8 11 7 13 5 13 6 13 8 13 2 12 9 18 3 16 1 13 1 14 7 18 2 14 2 16 2 15 8 15 6 15 3 14 9 12 1 13 4 14 0 10 7 12 0 16 8 14 8 18 9 15 0 13 8 15 9 17 6 16 9 8 6 18 1 15 5 13 8 12 5 T3T Dry Density Ib/cu ft 108 0 110 0 110 3 106 1 107 9 109 7 111 5 112 1 111 0 112 1 106 0 106 7 109 3 112 3 107 3 109 2 112 5 108 3 108 2 109 5 112 5 106 1 107 1 105 7 110 0 107 8 106 3 102 0 105 8 105 0 106 3 108 2 109 2 108 1 110 1 107 1 105 7 104 2 106 8 108 7 Maximum Dry Density Ib/cu ft 115 5 115 5 115 5 115 5 118 2 118 2 118 2 118 2 118 2 118 2 115 5 115 0 115 0 118 2 115 0 115 0 118 2 115 5 115 0 115 0 118 2 115 0 115 0 113 7 118 2 117 0 115 0 111 8 115 0 115 0 111 8 115 0 115 0 114 0 118 2 113 0 111 8 113 0 111 8 114 0 Percent Compaction 93 6 95 2 95 6 91 9 91 2 92 7 94 3 94 8 93 8 94 8 91 8 92 8 95 0 94 9 93 3 95 0 95 1 93 8 94 1 95 2 95 1 92 3 93 1 93 0 93 1 92 1 92 5 91 3 92 0 91 3 95 2 942 95 0 94 8 93 1 94 8 94 6 92 2 95 5 95 3 Remarks BENTON ENGINEERING INC Project No 69-10-25D La Costa South Unit No 3 -5- TABLE OF TEST RESULTS (CONT ) January 16, 1970 Test No 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 Approx- imate Location Lot No 209 210 215 228 227 228 218 217 216 207 208 215 213 Levante St Opp 208 239 225 226 227 228 225 226 227 228 225 226 227 228 225 226 225 226 227 225 226 228 227 225 227 226 228 Depth of Fill at Test in Feet 9 0 13 0 7 0 4 0 6 0 8 0 24 0 14 0 13 0 16 0 14 0 11 0 6 0 3 0 2 0 10 0 16 0 10 0 12 0 14 0 20 0 14 0 16 0 18 0 24 0 18 0 20 0 22 0 28 0 26 0 32 0 22 0 30 0 36 0 - 24 0 26 0 34 0 30 0 40 0 28 0 Field Moisture % dry wt 15 1 14 5 12 7 19 2 15 4 16 8 15 9 12 1 13 8 105 14 6 17 0 144 15 3 14 2 16 6 15 6 16 3 14 9 10 0 15 5 12 5 10 7 11 0 174 146 15 3 15 5 17 9 16 4 12 6 13 8 13 3 15 7 14 1 13 8 19 4 13 5 16 9 15 2 Dry Density Ib/cu ft 1005 105 1 109 5 104 4 107 1 103 4 105 2 106.5 106 6 103 8 106 6 104 6 106 4 104 9 107 0 106 9 109 4 105 4 107 2 104 0 112 0 109 9 107 8 102 0 109 0 108 5 108 9 111 4 106 6 108 4 106 3 104 7 106 4 104 6 104 9 106 1 102 1 105 5 103 8 103 0 Maximum Dry Density Ib/cu ft 111 8 115 0 1155 , 113 0 114 0 111 2 114 0 m 8 111 8 111 8 111 8 111 8 114 0 111 8 115 0 115 0 115 0 114 0 115 0 115 0 115 0 115 5 118 2 111 8 115 5 115 0 115 5 115 0 114 0 115 0 111 8 111 8 115 0 11 8 11 8 14 0 11 8 11 8 11 8 11 8 Percent Compaction Remarks 90 0 91 4 94 9 92 4 94 0 93 0 92 4 Q5 9 954 92 8 95 4 93 4 93 4 93 8 93 1 93 0 95 2 92 5 93 3 90 5 97 4 95 2 91 2 91 3 94 5 94 3 94 4 96 9 93 5 94 3 95 2 93 7 92 6 93 6 93 9 93 1 91 4 94 5 92 9 92 2 BENTON ENGINEERING INC Proiect No 69-10-25 D La Costa South Unit No 3 -6- TABLE OF TEST RESULTS (CONT ) January 16, 1970 Test No 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 Approx- imate Location Lot No 225 227 226 228 225 227 226 228 225 227 226 228 225 227 226 229 224 228 225 227 224 226 228 229 256 255 225 227 226 229 228 225 227 229 224 226 228 233 233 229 Depth of Rll at Test In Feet 38 0 34 0 44 0 32 0 42 0 38 0 48 0 36 0 46 0 42 0 52 0 40 0 50 0 46 0 56 0 2 0 4 0 44 0 54 0 50 0 8 0 60 0 48 0 6 0 2 0 4 0 58 0 54 0 64 0 10 0 52 0 62 0 58 0 14 0 12 0 68 0 56 0 2 0 4 0 18 0 Reid Moisture % dry wt 10 4 12 2 16 5 11 9 14 7 14 6 14 4 15 1 14 5 14 6 17 1 11 0 15 4 16 6 17 3 15 7 13 5 14 2 13 4 12 2 14 9 15 3 14 3 14 7 19 3 18 8 13 1 13 9 13 8 15 0 11 9 14 2 12 4 13 5 11 4 13 5 12 3 15 5 14 0 13 5 Dry Density Ib/cu ft 102 6 104 7 108 9 109 8 108 4 111 1 108 1 112 2 113 0 112 1 107 2 105 0 105 2 106 8 106 7 107 5 108 6 108 6 107 8 104 6 104 9 107 3 107 0 105 1 104 9 107 0 109 9 1102 107 0 109 4 110 2 109 4 105 9 108 6 108 8 110 0 110 1 110 1 112 5 107 6 Maximum Dry Density Ib/cu ft 114 0 115 0 115 0 117 0 115 5 115 5 115 0 114 6 117 4 115 0 113 9 114 0 114 0 111 8 115 0 114 0 115 0 115 0 115 0 114 0 111 8 114 6 115 0 114 6 115 1 113 9 115 0 117 8 114 0 115 0 116 1 116 1 116 1 115 0 115 7 116 1 115 0 116 1 117 0 115 0 Percent Compaction 90 0 91 1 94 7 93 9 94 0 96 2 94 0 98 0 96 3 97 5 94 3 92 1 92 3 95 6 92 8 94 3 94 5 94 5 93 8 91 8 93 8 93 7 93 1 91 8 91 1 94 0 95 6 93 7 93 8 95 2 95 0 94 2 91 2 94 5 94 1 94 8 95 7 94 8 96 2 93 6 Remarks BENTON ENGINEERING INC Project No 69-10-25D La Costa South Unit No 3 -7- TABLE OF TEST RESULTS (CONT ) January 16, 1970 Test No 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 Approx- imate Location Lot No 233 225 233 227 226 233 233 233 232 233 228 229 224 225 232 233 226 227 228 229 Torre Jon Place OPP 225 224 Torre Jon Place Opp 226 232 226 227 228 229 Torre) on Place Opp 225 225 233 224 225 232 233 234 232 233 Depth of Fill at Test in Feet 6 0 66 0 8 0 62 0 72 0 10 0 12 0 14 0 4 0 18 0 60 0 22 0 16 0 70 0 8 0 22 0 76 0 66 0 64 0 26 0 2 0 20 0 4 0 12 0 80 0 70 0 68 0 30 0 6 0 74 0 26 0 24 0 78 0 16 0 30 0 4 0 20 0 34 0 Reid Moisture % dry wt 13 4 14 8 13 8 14 7 13 4 13 8 14 1 14 1 12 2 13 0 16 4 12 7 14 4 12 5 11 4 12 3 12 0 13 0 15 1 12 3 11 6 15 7 11 1 107 13 4 11 3 12 5 11 0 14 3 13 1 11 9 16 1 19 7 17 1 13 2 176 15 9 14 3 Dry Density Ib/cu ft 109 4 109 7 1102 115 8 113 2 100 8 116 2 108 8 102 9 109 2 106 6 115 4 111 3 106 8 106 1 101 1 103 2 105 1 109 9 113 9 110 0 110 0 108 2 107 5 112 1 112 6 112 5 112 9 111 1 104 8 110 7 1104 108 9 104 1 104 6 104 4 108 2 107 3 Maximum Dry Density Ib/cu ft 115 0 115 5 115 0 116 1 115 7 111 8 117 0 116 8 113 9 116 1 115 7 116 1 116 1 116 1 116 1 111 8 113 9 115 0 116 1 118 2 117 4 117 4 113 9 113 9 118 2 118 2 117 8 117 4 116 1 113 9 116 1 115 0 117 4 115 0 115 0 111 8 115 7 113 9 Percent Compaction 95 2 94 9 96 0 99 7 97 9 90 3 99 4 933 90 5 94 2 92 2 99 5 96 0 92 0 91 4 90 5 90 7 91 5 94 7 96 2 93 7 93 7 95 1 94 5 94 8 95 2 95 5 96 1 95 8 92 0 95 3 96 1 92 8 90 6 91 0 93 4 93 6 94 3 Remarks BENTON ENGINEERING INC Project No 69-10-25D La Costa South Unit No 3 -8- TABLE OF TEST RESULTS (CONT ) January 16 1970 Test No 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 . 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 Approx- imate Location Lot No 234 232 233 226 227 225 224 228 227 229 232 233 234 232 233 231 230 228 257 256 255 218 217 216 215 214 213 220 221 222 223 250 212 211 210 209 208 224 224 229 Depth of Rll at Test In Feet 8 0 24 0 38 0 84 0 74 0 82 0 28 0 72 0 78 0 34 0 28 0 42 0 12 0 32 0 46 0 2 0 4 0 76 0 2 0* 6 0* 8 0* 28 0* 17.0^* 15 0* 12 0* 9 0* 70* 2 0 2 0 2 0 2 0 2 0 5 0* 50* 15 0* 12 0* 16 0* 32 0" 35 0 36 0 Field Moisture %dry wt 12 4 10 9 12 1 12 8 12 1 107 13 5 9 8 10 7 10 5 12 8 12 4 12 4 15 3 18 4 12 5 13 7 12 2 15 0 13 8 14 3 13 4 14 0. 14 5 12 8 13 6 13 9 12 0 15 3 14 8 11 0 12 6 13 6 11 7 13 0 13 0 13 0 13 4 13 9 13 5 Dry Density Ib/cu ft 103 9 106 7 107 6 115 1 112 6 114 1 108 0 108 6 104 0 107 0 109 5 108 2 108 9 106 3 108 0 108 1 109 0 102 5 104 8 106 8 106 1 105 6 105 8 106 5 101 7 102 6 101 3 105 7 110 1 109 1 106 1 108 9 105 7 105 9 106 1 103 6 105 0 102 1 106 3 104 3 Maximum Dry Density Ib/cu ft 113 9 116 1 116 1 117 8 117 8 118 2 115 0 118 2 113 9 115 1 113 9 113 9 113 9 116 1 116 1 116 7 117 8 113 9 113 9 113 9 113 9 113 9 113 9 113 9 111 8 111 8 111 8 117 4 115 7 115 0 113 9 116 0 113 9 116 1 113 9 113 9 113 9 112 9 115 0 113 9 Percent Compaction 91 3 91 9 92 7 97 9 95 6 96 6 93 9 91 9 91 4 93 0 96 2 95 1 95 6 91 6 93 0 92 7 92 6 90 0 92 0 93 7 93 1 92 7 93 Q 93 6 91 0 91 8 90 7 90 0 95 3 95 0 93 2 93 9 92 9 91 2 93 2 91 0 92 2 90 5 92 5 91 7 Remarks Finished Grade BENTON ENGINEERING INC Proiect No 69-10-25D La Costa South Unit No 3 -9- TABLE OF TEST RESULTS (CONT ) January 16, 1970 Test No 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 Approx- imate Location Lot No 234 231 230 232 233 234 235 234 235 230 232 233 234 235 236 207 243 231 234. 235 236 237 239 Levante St Opp 207-208 233 232 231 230 229 228 227 225 224 223 222 221 220 219 251 Depth of RJI at Test in Feet 16 0 6 0 8 0 36 0 50 0 20 0 2 0 24 0 6 0 10 0 38 0 54 0 26 0 10 0 4 0 20 0* 2 0* 10 0 28 0* 1 12 0* 60* 2 0* 4 0* 6 0* 56 0* 40 0* 11 0* 12 0* 37 0* 77 0* 79 0* 85 0* 37 0* 4 0* 4 0* 4 0* 40* 2 0* 2 0* Reid Moisture % dry wt 17 5 11 6 14 9 12 6 14 1 13 5 13 5 12 9 13 4 ?? 3 10 6 9 6 11 6 12 4 14 8 12 0 12 4 12 4 13 3 WT 14 8 9 9 18 2 9 2 10 7 13 6 9 7 14 0 12 7 11 6 10 4 13 0 15 3 8 3 12 I 12 9 9 8 9 4 13 8 Dry Density Ib/cu ft 113 0 108 0 110 0 107 0 108 0 103 5 107 1 105 0 107 8 105 5 105 8 103 3 107 8 105 8 104 0 105 3 103 8 109 3 109 6 106 1 111 2 106 1 104 4 107 9 105 2 112 0 105 2 112 7 105 3 104 4 107 1 106 4 102 8 107 2 107 7 102 1 100 8 105 9 109 6 Maximum Dry Density Ib/cu ft 116 1 113 9 118 2 116 1 113 9 113 9 113 9 113 9 113 9 113 9 113 9 113 9 113 9 112 9 111 8 113 9 112 9 115 7 113 J 113 9 113 9 113 9 113 9 113 9 113 9 115 0 113 9 116 0 113 9 113 9 113 9 113 9 113 9 116 1 113 9 112 9 111 8 113 9 116 0 Percent Compaction Remarks 97 3 94 9 93 0 92 1 94 9 91 0 94 1 92 2 94 6 92 6 92 9 90 8 94 7 93 8 93 1 92 5 91 9 94 5 96 3 93 2 97 8 93 2 91 7 94 8 92 5 97 5 92 5 97 2 92 5 91 8 94 0 93 5 90 3 92 4 94 6 90 5 90 2 93 0 94 5 * Finished Grade BENTON ENGINEERING INC Project No 69-10-25D La Costa South Unit No 3 -10- TABLE OF TEST RESULTS (CONT ) January 16, 1970 Te»t No Approx- imate Location Lot No Depth of Rll at Test in Feet Reid Moisture % dry wt Dry Density Ib/cu ft 238 239 240 241 242 243 244 250 248 247 246 226 Torre Jon Place Opp 225-226 Levante St Opp 218 30* 1 0* 2 0* 3 0* 86 0* 8 0* 1 0* 7 9 10 1 12 2 12 4 15 7 14 5 12 5 105 105 106 105 109 108 Maximum Dry Density Ib/cu ft 115 7 113 9 113 9 113 9 115 7 Percent Compaction Remarks 91 92 108 0 115 0 113 9 93 6 92 6 94 6 94 5 94 9 Finished Grade LABORATORY TEST RESULTS The maximum dry densities and optimum moisture contents of the major fill materials as deter- mined by the A S T M D 1557-58T method, that uses 25 blows of a 10 pound hammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented as follows Soil Type Light yellow-brown slightly silty fine sand Brown silty fine sand Light brown silty very fine to fine sand with clay binder Dark gray-green silty clay Gray fine sandy clay Gray-brown slightly silty fine sand Maximum Dry Density Ib/cu ft 115 5 118 2 111 8 110 5 117 4 113 9 Optimum Mois- ture Content % dry wt 12 0 12 9 12 6 16 3 13 1 13 3 BENTON ENGINEERING INC MECHANICAL DESIGN CONSULTANTS ENERGY DESIGN CENTER 260 6 SOUTH ORANGE ESCONDIDO CALIFORNIA 62025 (619) 460 06*0 TITLE 24 DOCUMENTATION FOR TH R'GU A, - St. TIOSS 4 1 3 O, ni 2^ Of TH CA'TO'N/A ADVI IT AT V -C > -S ,0 SP Kl.l ~UC T2 ,« OF TITLE 2 1 O T L 1 , r , .1 R vl WED LEUCADIA COUNTY WATER DISTRICT APPI ICATION FOR SEWER SERVICE P H WastalOwner 's Name Mailing Address P 0 Box 5219 Buena Park. CA 90622 Set vice Address 7 Levante Street Tract Description Lot 217, La Costa South #1 Assessor's Parcel No ^_216-240-52 Type of Building Phone No 638-0801 Page 60610 SEWER PERMIT ISSUED UPON RECEIPT OF BUILDING PERMIT BUILDING PERMIT MUST BE OBTAINED BYJ^ Condominiums No Units _ _ Connection Fee $ 3,000 00 lateral Si^e 4" __ 6" _ 8" _ Saddle _ Easement Connection _(pre-pd 400 00) Fxtra Footage _ @ $ _ Extra Depth _ @ $ _ 2,600 00 Amount Rec'd $ 2,600 00 Ck No/Cash #3223 Date 3/2/81 Rpc'd By $ Williamson Iateral Fee Prorated Sewer Service Pee Total $ 3,000 00 The application must be signed by the owner (or his authorized representative) of the property to be served The total charges must be paid to the District at the time the application is submitted If a service lateral is required, it will be installed by the Leucadia County Water 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 oroperty line) wnere the service lateral s connected to the applicant's building sewer The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the stree^. (or easement) where a connection is made to the service lateral The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense The connection must be made in conformity with the District's specifications, rules and regulations, and IT MUST BE INSPECTED AND APPROVED 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 BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year There will be no additional fee or refund if service actually 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 information given is correct and agrees to the conditions as stated ^ ^ ^o j s . \ O -3£2,. 2/4/81 Dateis Owner's Signature '- 13627 Account No DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD CALIFORNIA 92008 1989 (619) 438-5525 Citp of Carlsbafc DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS CHAPTER 21 55 CARLSBAD MUNICIPAL CODE RETURN TO BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad CA 92008 FROM School District SAH DIEGUITO UNION HIGH SCHOOL DISTRICT Name of District 753-6491 Plan Check No Property Owner's Name Project Address M Effective Date Date Plan Check Fee Pd 891*7 CottUbctfrt Go Project Site Legal Description JQJ ff 17 pL In Project Site Assessor s Parcel No 21k" 2^)0 ' Project Description - Incl no of dwelling units Pup/.e* Department Official Signature Title Date I certify that the fcr school faca described proje; Authorized S District Offi SCHOOL DISTRICT CERTIFICATION irements of Cnapter 21 5S of the Carlsbad Muucipal Code " ication of land and fees have been satisfied fcr the 12-27-85 Title Date Note to Applicant A review of one set plans may oe required by the school district