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Home My WebLink About2455 GARFIELD ST; ; 78-4087; PermitMODEL NO. BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008: Ano/icant to como/ete numbered snaces OfliV. Phone 729-1181 Permit No. JOB ADDR ESS ASSESSORS PARCEL NUMBER LEGAL IDESCR. LOT NO 16 of CraMv BLI) Park, TRACT I SEE ATTACHED SHEET) ty of Carlsbad-, Map #1182I lIed S.D. Co BOOK PAGE 2/ 24 PAR. OWNER MAIL ADDRESS ZIP PHONE 2 MO, The. 5603 El Cajon Blvd., Sas Diego, CA. 92111 582-2655 CONTRACTOR MAIL ADDRESS T. L. ST&OCfl 124 Z. Cliff St., PHONE SI5ATE..L.&C. NO. CITY LIC. NO. So1aa Basdt, 48 CA 11474 )333525 -..i ARCHITECT OR DESIGNER MAIL ADDRESS 4 way=Iie 60122 )I1ssS Rd., PHONE "ETLNSE NO. . p) #309, S Diego, CL, 280-2313 t4 Y ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. COMPENSATION INS. CARRIER MAIL ADDRESS 6 )fary1. Casualty (C&rtif. ou file) BRANCH .1 ' USE OF BUILDING 7 dvplex NO. BDRMS_3 NO. BATHA 2 8 Class of work: 9 NEW El ADDITION El ALTERATION El REPAIR El MOVE El REMOVE 9 Describe work: jp LP 10 Change of use from Change of use to 11 Valuation of work $ PERMIT FEE $ SPECIAL - PLAN CHECK FEE $ CONDITIONS: Type of Const. Occupancy Group MICRO FILM FEE Size of Bldg. (Total) Sq. Ft. No. of Stories Max. 0cc. Load Fire Zone Use Zone Fire Sprinklers Required Elves ElNo APPLICATION ACCEPTED BY DAT ANS CHECKED BY . APPROVED FOR ISSUANCE By DATE No Dwelling Units - OFFSTREET PARKING SPACES: N gered lSq. Ft. On NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Special Approvals Required Received Not Required PLANNING DEPT. HEALTH DEPT FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT WATER DEPT. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT IDAlEl SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH TOTAL FEES $ INSPECTOR • INSPECTION RECORD . DATE • REMARKS - INSPECTOR FOUNDATIONS: - SET BACK - REQUEST FOR SPECT ION TIME_________ INSPECTOR____________________ PERMIT NO. - DATE: 1 OWNER ADDRESSFRA 'UILDIii13 ELECTRICAL INT. El FOUNDATION EXT El REINFORCING STEEL El TEMPORARY SERVICE El MASONRY EYELECTRIC UNDERGROUND MAS El GROUT - GUNITE - El ROUGH ELECTRIC El FLOOR AND CEILING FRAME El POOL BONDING El SHEATHING - Nj_...- El ELECTRIC SERVICE El FRAME - /' (,J El CEILING HEAT El EXTERIOR LATH ii El G.F.I. FINI - El INSULATION , El SMOKE DETECTOR El INTERIOR LATH OR DRYWALL ( \ g A El FINAL - USE-S - ELI FINAL H 1. MISCELLANEOUS El PLENUM AND DUCTS \ L' COMBUSTION AIR PATIO I' 1 SIGN I Cc RADING RIVEWAY ONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: 0 NDAY OTUESDAY DWEDNESDAY OTHU .M. DP.M. ,- 41FRIDAV PLUMBING El UNDERGROUND PLUMBING El UNDERGROUND WATER - El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL - SPECIAL INSTRUCTI 4.-REQUESTED-BY -O 1 - PHONE iTh PERSON TAKING REPORT_________________ -- • - : -- . MODEL NO. : - • BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 —, -j+— O bp Applicant to complete numbered spaces only. Phone 729-1181 1., Perñi t No. ' "' ' IL JOB ADDRESS . JV 4 > _,I')t1 • ASESSORS '1/U,// PARCEL NUMBER LEGAL 1OESCR. LOT NO. 'F BLIS TRACT (ESEE ATTACHED SHEET) BOOK PAGE PAR. OWNER . MAIL ADDRESS 2 . ç-' ZIP - PJIO.NE CONTRACTOR MAIL ADDRESS PHONE STATE LIC. NO. CITY LIC. NO. ARCHITECT DR DESIGNER ft MAIL ADDRESS ' 4 ttj (\ PHONE LICENSE NO. ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 COMP ENSATION INS. CARRIER • MAIL ADDRESS 6 M u\ " y / BRANCH USE OF BUILDING,, 1 ' NO. BORMS_________ NO. BATHS_________ 8 Class of work: II NEW U ADDITION ALTERATION U REPAIR U MOVE U REMOVE 9 Describe work: , 10 Change of use from Change of use to 11 Valuation of work: $ tJ 7i 4 PLAN CHECK FEE S PERMIT FEE $ •3 SPECIAL CONDITIONS: Type of Const. Occupancy Group MICRO FILM FEE Size of Bldg. (Total) Sq. Ft. No. of Stories Max. 0cc. Load Fire Zone Use Zone Fire Sprinklers Required Elves ONO APPLICATION ACCEPTED BY. DATE .. PLANS CHECKED BY APPROV&b FOISSUANCE BY DA. - No. of Dwelling Units - OFFSTREET PARKING SPACES: No Covered SQ Ft. Open NOTICE Special Approvals Required Received Not Required PLANNING DEPT. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB. ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- HEALTH DEPT. FIRE DEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. OTHER (Specify) ENGINEERING DEPT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WATER DEPT. HEREIN. OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTIONrOR THE,PERIFORMA~~ ~EOFJ CONSTRUCTION. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT bAlE-I SIGNATURE _OF_ OWNER _(I F _OWNER _BUILDER) - (DATE) WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION cc. M.O. CASH PERMIT VALIDATION CK M.O. CASH TOTAL FEES $ 4 INSPECTOR . . . PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 . ¶2. JOB ADDRESS /SS G,'i//czI, C J C&, LEGAL 1DESCR. LOT NO. I I I i 61.11 TRACT I OWNER MAIL ADDRESS ZIP PHONE , /21 sf. C,, 9c?"7 T-i - CONTRACTOR MAIL ADDRESS PHONE . STATE LIC. NO. G0 / P/ ~/j 's 11? ov it r CITY LIC.N0. ii rs ARCHITECT OR DESIGNER MAIL ADDRESS 4 PHONE LICENSE NO. ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. COMPENSATION INS. CARRIER MAIL ADDRESS 6 BRANCH USE OF BUILDING J2i,2/e — k7 S ide 'C 8 Class of work: rjNEW El ADDITION El ALTERATION El REPAIR 9 Describe work: Q / ,I4:f' ? £7'4#Ac// PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) $ BATHTUB LAVATORY (WASH BASIN) / O Q iii ?SHOWER 40 i-N-WE KITCHEN SINK & DISP. 100 DISHWASHER 040 APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY. DATE LAUNDRY TRAY CLOTHES WASHER WATER HEATER 00 NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 7,2 /7t URINAL - - DRINKING FOUNTAIN CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A FLOOR—SINK OR DRAIN - SLOP SINK Z GAS SYSTEMS: NO. OUTLETS 1/ ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER PIPING & TREATING EQUIP. - WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER 4114/,NUMBER CLEANOUTS Is A0 oo CESSPOOL SEPTIC TANK & PIT ROOF F DR Al N S 40 SIGNA UREOF CDNTRACTO I Z ED AGENT IDA I E ,qy •, '-As 3 00 ISSUANCE FEE 5 .3 Ja SIGNATURE OF OWNER hr OWNER BUILDER) (DATE) TOTAL FEES $ WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION cK. M.O. • CASH INSPECTOR MECHANICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 ;;;, Applicant to complete numbered spaces only. Phone 729-1181 Permit No JJ,'39 JOB ADDRESS 2455 Garfield, Grsnille Park, Carlsbad LEGAL 1 OESCR. LOT NO. I 16 I I TRACT I I 0x'*nt1ie Park Carls1 ATTACHED SHEET) OWNER MAIL ADDRESS 221 fta Elliot 124 E. Cliff* Solaza ZIP PHONE sob, ga 481.4474 CONTRACTOR MAIL ADDRESS1.942.IIII124 PHONE STATE LIC. NO. 3Doug1aa Heating and Air conditioning P,0.Boz 297, Enott*a 340809 CITY LIC. NO. 15518 ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 Wayne Davis & Associates 6226 Ceminito Arays, S.D. CHP6795 ENGINEER MAIL ADDRESS anttou 455N. Hale Escondido, Cs PHONE LICENSE NO. 741.4992 BCE 21693L339 LENDER MAIL ADDRESS 6 IJCB 345 B. St. S.D. 92101 BRANCH USE OF BUILDING Duplex. 2 faintly reaid*noe 8 Class ofwork: 70NEW 13 ADDITION []ALTERATION C] REPAIR 9 Describe work: Inaft1latiCM of complete natural gas fired forced beat big_system Type of Fuel: Oil C] Nat. easp LPG. C] dPERM>*W-EeS SPECIAL CONDITIONS: Nge7 Fee , f Equipment K &Units-H.P. Ea. eration Units-H.P. Ea. -A .Qers-H.P. Ea. GasFired A.C. Units-Tonnage Ea. - / FoJced Air Systems-B.T.U. M Ea. I APPLICATIO ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANC (,, BL .4cavity Systems-B.T.U. M Ea. - Floor Furnaces-B.T.U. M - Wall Heaters-B.T.U. M NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Unit Hebters-B.T.U. M - Evaporative Coolers - Clothes Dryers Ventilation Fan 37 .......L Range Hood -_ :;-•7: Air Handling Unit- C.F.M. - Incinerator - - - F IT iI_rrrJ1V_RE Of TRACTOR OR AUTHORIZED AGENT (DATE) ISSUANCE FEE $ TOTAL FEES $_BUILDER) SIGNATURE _OF_ OWNER _(IF _OWNER (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR rnf 3 Vila/ at ELECTRICAL PERMIT APPLICAtIO}sI City of CARLSBAD, CALIFORNIA 92008 AoDlicant to como/ete numbered soaces oniv. Phnn 7 Q-1 i i JOBAD7SS . . LEGAL IDESCR. LOT NO. I .c- J BLK. TRACT ATTACHED SHEET) ,I3 OWNER MAI LAD DRESS 2 T ,-Z IPj PHONE 1r7 CONTRACTOR MAIL ADDRESS ", ' .-. .HONE STATE LIC, NO, CITY LIC NO 31 L A2 JC)c:'_ ARCHITECT R DESIGNER MAIL ADDRESS PHONE LICENSE NO. ENGINEER MAIL ADDRESS PHONE LICENSE NO. S COMPENSATION INS. CARRIER MAIL ADDRESS BRANCH 6 USE OF BUILDING 7 8 Class ofwork: E1.NEW 0 ADDITION 0 ALTERATION El REPAIR 9 Describe work: , .' L - . (' c::_1,%_) PERMIT FEES WIMMING POOL WIRING, No. Each Fee O INCREASE IN SERVICE SPECIAL CONDITIONS: RO URISSUANCESY: NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER APPLICATION ACCEPTED BY: PLANSCHECKEDBY: EW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE '2 NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. REMODEL, ALTERATION, NO CHANGE MENCED. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD• PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 'T. TEMP. SERVICE OVER 200 AMP. PER 100 / SIGNATURE OFCOITRACTOR OR AUTHORIZED AGENT (DATE) ISSUANCE FEE TOTAL FEES _ SIGNATURE _OF_ OWNER _(IF _OWNER BUILDER) (DATE) VVHtN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION ci'. M.O. CASH PERMIT VALIDATION c. M.O. CASH INSPECTOR S 'S MECHANICAL PERMIT APPLICATN3R 9•tQ 3P City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 Pprmit Mn I' JOB ADDRESS 24cc (-AQC-.tD LEGAL 1DESCR. LOT NO. NLK TRACT ( :f )5yATHED5HEETI - OWNER MAIL ADDRESS 2 . ¶ t j'J CT ZIP PHONE t. :fi( L1A C I ' 2Q ;o Qtvj CONTRACTOR MAIL ADO ESS STATE LIP-. NO. CITY LIC. NO. (LUc tjcf( ARCHITECT OR DESIGNER MAIL. ADDRESS 4 S-11 PHONE LICENSE NO. ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. LENDER MAIL ADDRESS 6 C. 1)Xr \1J (H CA USE OF BUILDING - 7 8 Class of work: l3lN(W El ADDITION El ALTERATION El REPAIR 9 Describe work: I7)J of Fuel: Oil El Nat. Gas El LPG. El PERMIT FEES SPECIAL CONDITIONS: ENO. Type of Equipment Fee Air Cond. Units-H.P. Ea. 2€90 BTI.) Z/ Refrigeration Units-H.P. Ea. - Boilers-H.P. Ea. Gas Fired A.C. Units-Tonnage Ea. Forced Air Systems-B.T.U. M Ea. - APPLICATION ACCEPTED BY [LANSCHECKEDBY AIPPRO DFISUANCEBV Gravity Systems-B.T.U. M Ea. Floor Furnaces-B.T.U. M Wall Heaters-B.T.U. M - NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME To BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. O7 ±fl27Y 6/z,41 - Unit Heaters-B.T.U. M - Evaporative Coolers aL Clothes Dryers - - Ventilation Fan Range Hood - - Air Handling Unit— C.F.M. ______________________________________ Incinerator - - - - - - 3)GNATURE or COFWCTOR OR AUTHORIZED AGENT IDATEI/ ISSUANCE FEE $ SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) TOTAL FEES $ WHEN FPtUPEKLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR .-,-... -5 •j_ ,,. ' APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD - ENGINEERING DEPARTMENT N? SE 1589 BUILDING DEPT. 729-1181 EXT. 35 . . . . . I - FOR APPLICANT TO FILL IN ISSUED BY . 7 p) DATE ISSUED OWNER MAILING- ADDRESS -2 LATERAL CHAHGE COMVUIAIION . CONTRACTOR A. ,O 7/ STANDARD.4" (Max. H. 30', V. 101 CONTRACTOR'S ADDRESS F REMARKS: fiq LINE COST DATA' •.' ASSESSMENT DIST. NO. FRONTAGE ________COST PER FT. ' _TOTAL OTHER_.._..__- 7 /o (i/i> . CONNECTION FEE', LURE AI1JNI VI D NO. UNTS - COSTPERNIT4S9TAL ' —. PUMP STATION FEES NO. UNITS , COST PER UNIT. TOTAL1//L I - IEngineering Deprtmdnt '. LATERAL NO. - '' INSTALLA1T1QNJ, DATE ___ TOTAL CHARGES (LATERAL ETC.)' '.5 - 0 '7(0-17 VALIDATION •- . 1 . ADDRESS 4 BUILDINr' -, OVER 30 H. - FT._________________ OVER 10'V. / '@ 'FT.' STANDARD 4 (Max. H. 30', V. 10')_" OVER 30' H. ______ _______ FT. 1 NEWBUILDING I I EXISTING BUILDING OVER 10' V. _______ FT. LEGAL DESCRIPTION . TOTAL CONSTRUCTION COST -: SERVICE CHARGE (REPAVING ETC.) '-_--- - TOTAL LATERAL CHARGE' 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 TELEPHONE: (714) 729-1181 San Diego Gas & Electric Company P. 0. Box 1831 San Diego, California 92120 Attention: Subdivision Coordinator Gentlemen: SUBJECT: (ABC Condominiums) 14ç 4' Q4e F) e4p (Address) In accordance with Sections 301, 505 and (1301 or 1401) of the Uniform Building code, this agency has determined that there are buildings in subject project. For administrative ease, individual building per- mits will not he issued for each building. Instead, the 1 master building permit/ shown below have been issued to cover these group (li or I) occupancies. Permit No. Master Permit for Buildings. Permit No. Master Permit for Buildings. 2 U4I / VA 1200 ELM AVENUE H TELEPHON 41 CARLSBAD, CALIFORNIA 92008 0• (714) 729-1181 Building Department Cttp of artiiab -ç0 BESIDENTI/\L INSULATION ERIIELAIL Permit No.____________________ Issue Date. . CERTIFICATE OF CQ1PLIANCE WITH ENERGY CONSERVATION INSULATION REQUIREMENTS W'ffAINED IN ARTICLE 11 PART 60 TITLE 24 CALIFORNIA . . AUL c1JDEI I, THE INSULATION APPLICATORS HEREBY - CERTIFY THAT THE INSULATION INSTALLED AT . Address f IS IN cONF017"11\NCE WIIH THEAPPROVE) UN Assessor's Parcel No. AM WITH THE REQUIREMENTS OF THESE REGULATIONS. . '..: . . . Signature Name of Insulation Contractor_______________________________________ S.. Date . .. . State License No.________________ * . * - * . * . * * * . *. •.* .. 1* * * . * * * -S * THE BUILDING CO{FRI~C fOR HEREIIY -: .,CERTIFY THAT THE INSULATION INSTALLED AT THIS ADDRESS JS i'i •. WITH THE APPROVED PLANS AND WITH THE REQUIREIS OF THESE REGULATIONS .. Si gna tu ____________________________ s . . Title Name of Firm L__Ccrn • . :--. Date frn S. State License No. 35 Post one -copy. on the building at completion of work and file one COPY with the Building Department, prior to final inspection. 78-104 5 5 - 5 .5_S• - -. - . CORRECTION LIST - (714) 729-1181 CITY OF CARLSBAD BUILDING DEPARTMENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN *WARNING: PLAN CHECK FEES: Where no action is taken by the applicant in 120 days, and no building permit is issued, all plan check fees are forfeited to the city. t /' Job Address: 2?/L& S7' c41W30wner\ Contractor: Enciineer Occupancy Type of Construction Valuation Basic allowable bldg. area 1st Floor______________ 2nd Floor 3rd Floor 4th Floor Allowable Increase Due to REQUIRED PLANS 1. Plot Plan 6. Structural Details 2. Foundation Plan 7. Elevation Plans 3. Floor Plan 8. Roof Plan 4. General Framing 9. Index Sheet 5. Foundation Details TO THE APPLICANT Correct Plans where corrections has been circled. Flag Corrections. Incomplete, Indefinite or Faded Drawings or Calcu- lations not acceptable. Required Engineer's or Surveyor's Calculations or Plans shall be signed in ink. Reverse Plans may not be used. Provide correct Plot Plan, Foundation Plan, Floor Plan and Elevations. The approval of plans and specifications does not permit the violation of any section of the Building Code 0r other City, County or State Law. GENERAL -1. Submit fully dimensioned Plot Plan, drawn to scale, including all easements on property. Show all existing and proposed buildings on Plot Plan. 3. Show correct legal description on Plan. Show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures, Trees, etc. Correct Lot Dimensions. Show existing and finish contour lines. Survey of Lot required. Indicate all grading to be done. Indicate Elevations of Garage Floor, and Street and Driveway. Indicate Centerline and Edge Profile of Driveway. Slope of driveway not to exceed 15%. Indicate flow lines for disposal of surface water. La Costa approval required. 13a San Diego County Health Dept. approval required. 13bShow all requirements for handicapped. U.B.C. Section 1711. 13c L.C.W .D. sewer receipt required. l3dCoastal approval letter required. Carry water from under sidewalk through curb into street with cast iron pipe. Provide engineering calculations for Provide engineer's moisture report. Grading permit required. Fire Dept. approval required. Specify concrete mix @ 2000 P.S.I. minimum. Dimension footing sizes and clearance from grade. Show depth of footings below natural or undisturbed grade. Indicate pressure treated foundation still, or equal. Show foundation bolt size, spacing and penetration into concrete. '/2" Indicate clearance from grade to bottom of floor joists and girders. 25: Show pier size, spacing and depth, into undisturbed soil. Show girder size, spacing and direction. Show all conditions of soils report on plans.-.-" Show positive drainage away from footings on site plan. 5" fall in 6 feet. Specify minimum 18" x 24" access opening. Where expansive soils exist, planters adjacent to found- ations are not recommended. Specify underfloor ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening within 3' of each corner. tep, footings when slope e~xx~ceeds: 10. r° FRAMING Provide typical framing details. Specify all lumber grades. 3>Jecify fire blocking at floor, ceiling cove and mid- eight of walls over 10' in height. 4Show diagonal bracing at tZfl. k1 Clarify bracing of -wall. Show size, direction and spacing of floor joists in re overspanned. Double floor joists or___________________________ beam under parallel partitions. 40 Specify header size for openings over 4'. Show double eaders on edge. 1j V , Insufficient beam size at/' r"' Provide rafter ties where ceiling joists and rafters are not parallel. 4'0.C. Indicate rafter size, span, spacing and direction. Show purlins on edge and indicate size. Same size as ,rafters minimum. 4. Brace roof framing to partitions. 6. Indicate solid sheathing and 2 x 6 or 3 x 4 studs on how section through '$• irst floor of three story struct' Show planter box details and water proofing, Sec: 2517C7. Provide typical chimney details. Specify 2" minimum clearance between chimney and framing. Specify post protection when bearing on concrete. Provide parapet details. 56. Specify inspection class_______________________________ required for Provide drip screed 2" below mud sill. Indicate how required Lstructural and fire resistive integrity will be maintained. Where penetration will be made for electrical, mechanical, plumbing and communications conduits, pipes and similar systems. Section 301 D. Clarify dimensions at_____________________________ Show window type, sizes and locations. Light and/or ventilation inadequate in (1/10 floor area - 12 square feet mm. except bath- room). (IiQT4N MARGIN WHERE CORRECTIONS HAVE BEEN MADE Patios Balconies Glass . 3. Insulation requirements: . Show 6" insulation in.ceiing. (R-19) Show 1 x block for insulation stop at vents. Show 4" insulation in walls (R-11) Show exterior doors weatherstriped. . Place the following note on plans: These plans comply with the requirements of the California noise insulation standards. SIGNED DATE . ow details of party wall and floor system and S.T.C. or I.C. of each. Poe ePn gn and date plans i.., --., Provide, vertical clearance and horizontal clearance from range top to combustibles. Indicate attic scuttle (22" x 30" mm.) Provide draft separation for attic area in excess of 2500 sq. ft. Separate area between dropped ceiling and floor above to 1000 sq. ft. max. Specify stall shower mm. width 30" minimum floor area 900 sq. inches. Specify wall finish in shower area not to be adversely affected by moisture to 6' above the floor, and provide shatterproof doors. Water closet area minimum width to be 30". Show material to be used under tile. Openings closer than to property line shall be of hour construction. Show ceiling height. Show lateral cross bracing at garage plate line. Show bedroom window as exit, section 1304. ELEVATIONS Indicate attic ventilation per section 3205 (c). Show all eave overhangs and construction details. Dimension chimney height above roof. (2'0" above roof withing 10'O"). Indicate finish and natural grade to property line. Show exterior wall finishes. Indicate 15# felt or equal on exterior walls. ROOF Indicate material to be used and location of sewer line. (If.V.C.P. use flexible compression joints only.) Show two way clean out in yard box with 5' of build- ing. ELECTRICAL Provide minimum 100 Amp. service. Condos require 100 Amp. panel for each unit. Show meter and panel location. 113aShow fire warnings systems centered over stairs. Section 1310. MECHANICAL Indicate furnace size, locations & registers and return air. (Size) Indicate heating equipment in accordance with chapter 7 of Uniform Housing Code. Specify heating, air conditioning and ventilating equipment. Installations to comply with the uniform mechanical code. Access F. Ducts Location G. Ladder & Light Combustion Air H. Engineer's Venting Calcs for Return Air Roof Loads Indigate location & type of fire darr;pers. ELECTRIC 1975 N.E.C.. Note roof pitch. 1. Ground-fault protection required for outdoor and Indicate roofing material length & weather exposure bathroom receptacles 210-8. on wood shingles. Show type, size and spacing of roof sheathing. 2 At least one eceptical shall be installed outdoors J garages. 210-25b re retardant roof required due to location in ,orre electric as shown on floor plan. Underground service is required. Show on plans. MISCELLANEOUS ITEMS Garages not permitted to open into sleeping room Provide separation on all walls 1. Bored holes and notching, show details as .per Section and ceilings adjacent to living quarters. 2518,(F), 10, 11. Specify door/window opening 2. Provide Sq. Ft. areas of the following: from garage/carport into Living C,,,STAIRWAYS AND EXITS ovide handrails as required in St )305 (i). *9r . ovide hour walls for stairwell. 93. Indicate maximum rise and minimum run on_____________ stair. Provide balcony railing at 42" minimum heighi ___Q.1. -f.-113l wiiily uiiiLs. Provide intermediate rails @ 9" O.C. or equivalent. A for open type balcony & stair rails. J-4i4icate 6' 6" minimum headroom. clearance above stairway. ([icoy stairway construction details. \cupant load requires exits from .101. Provide lights over stairways and public corridors: 102. Show change in floor level at doors 1" max. Sec. 3303h. 102aShow handrail extending 6" beyond the top & bottom risers & terminating in a post or safety terminal Sec. 3305 (i). PLUMBING . /A 1, location of water heater. (1jhow temperature and pressure relief valves on water -)?1Jheaters with discharge lines to outside. Sec. 1007. Water heater .not to be Iodated- in bathroom or under stairway or landing. Provide_. square inches of ventilation at top and bottom of Water heater. Show water heater on 18 inch platform. Provide water pressure regulator. Section 1007 (B). RECHECKED . . (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER - OR HIS AUTHORIZEr ENT) -----••• DING DEPARTMENT LDING ADDRESS: DATE: jMi61978 INTERDEPARTMENTAL INFORMATION SHEET RECEIVED - . CITY (Jh I.,t(LbbPU) Building Department LANNING DEPARTMENT/..ø\,14\ fir/. L/I 001 -.1 ZONE LOT SIZE LOT WIDTH SO UNITS ALLOWED UNITS PROVIDED___________________________ loor PARKING SPACES REQUIRED 2_-/u it 4 t- JPROVIDED % COVERAGE ALLOWED ?Y9° J PROVIDED _______________ BUILDING HEIGHT. ALLOWED PROVIDED oV,. FRONT SETBACK: SETBACK: REAR SETBACK: ALLOWED 20 SIDE . . PROVIDED-' INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: drawn M~110~v~&Tffl iffi AM DATE ENGINEERING DEPRTMENT PECT R. 0 . W INDUSTRIAL WASTE 4 IMPROVEMEN7' SEWER CONNECTION L )CATION GRADING PERMIT /4+ LEGAL DESCRIPTION,"--,/- ADDITIONAL / COMMENTS / OK TO ISSUE:______ DATE /2"7 pw I /tA,M'K F I N b1 4- )DATE FIRE DEPARTMENT 3PRINKLING SYSTEM - FIRE PROTECTION EQUIP. IRE ALARMS EXITS___________________ FIRE HYDRANTS______ LOCATION )DITIONAL COMMENTS TO ISSUE: DATE OK TO FINAL DATE A T E R DEPM.EIT 1*tEQUIREM OTS 0' PPR TE DISTRICTS I DATE / 'A I • . SOIL INVESTIGATION' REPORT EIGHT LOT •SUBDIVISION • •••:• OCEAN STREET AND GAFIELD STREET CARLSBAD, CALIFORNIA :. 3 2- PREPARED FOR:. • Mr. Doff. Agatep 4239 Avila Avenue • • Carlsbad., California 92008 S S. S. • 5• 0 . . . . S PREPARED BY: • 0 Southern California Testing Laboratory, Inc. 6280 Riverdalé Street S San Diego,Càlifornia 92120 0 • S 0 1•05 0 0 •0 SOUTHERN CALIFORNIA TESTING LABORATORY INCORPORATED 6280 RIVEROALE ST. SAN DIEGO. CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 13-038 HIGHWAY III PALM OSERT. CALIF. 92260 • T E L E 346-1078 678 ENTERPRISE ST. ESCONDIDO. CALIF. 92025 • T LE 487-2662 Jan. 16, 1978 Mr. Don Agatep SCT 12700 4239 Avila Ave. Report No. 1 A Carlsbad, California 92008 SUBJECT: Soils Investigation for An Eight Lot Subdivision Ocean Street and Garfield Street, Carlsbad, California. Gentlemen: S , In accoxdance with your request we have performed an investigation of the soil conditions at the subject site We are transmitting herewith a report o this investigation The analysis of our findings is intended to provide the required information to design the foundation and prepare the grading plans for the proposed development In general, we found the site to be suitable for the p1oposed development provided the recommendations contained in the body of this report are followed If you have any questions after reviewing our report, please do not hesitate to contact this office. I.. S S 5' I TABLE OF CONTENTS PAGE NO Project Description and Scope 1 Findings.,,.... 2 • H Si.teDescription ........... ..............................2 Soil Conditions. 2 Recommendations .... . . .• ................•. • ...................3 Site Preparation 3 Tree Stump Removal—., .......................... 3 ShallowPits..... ....................................3 2" Capped Pipe 3 Building Pad Preparation 3 Earthwork . 3 Foundations 4 General 4 Settlement Characteristics 4 Expansive Characteristics 4 Limitations . 4 S •,• '.5 Field Explorations ............. .• .. 5 LaboratoryTesting.............-•••.••• ............5 ATTACHMENTS • I • • • • . '0 • •. PLATE NO. Plot Plan • 1 Trench Boring Log 2-4 Direct Shear Test Results 5 Recommended Grading Specifications and Appendices Special Provisions Unified Soil Classification Chart • Appendices ,0 CARLSBAD, CALIFORNIA PROJECT DESCRIPTION AND SCOPE This report presents the results of our soils investigation for an eight lot subdivision, located at the north end of Ocean Street and the intersection of Garfield Street, Carlsbad, California It is our understanding that six single family residences and duplex units are planned for the site The construction of these buildings is to be wood frame with concrete on-grade slabs It is further understood that a minimal amount of grading will be necessary to develop the site The site configuration and test trench locations are shown on Plate No 1 of this report This soils investigation was undertaken to a) Determine the physical properties and prevailing soils including their supporting capacities and settlement characteristics IQ SCT 12700 January 16, 1978 Page Two b) Provide design information regarding foundations and the site grading. C) Determine potential construction difficulties and provide recommendations concerning these problems FINDINGS Site Description The'subject site is an irregular shaped parcel of land with the eastern portion nearly level and the rest of the site sloping gently towards the west and northwest Vegetation consists of a moderate growth of grass over the entire site The only other vegetation consists of two trees and one tree stump near the eastern boundary There are three shallow pits .2 to 3 feet deep and approximately 20 feet in diameter as shown on the appended site plan Most of the project is surrounded with a two way residential street No buildings, foundations or other manmade structures were present except for a 2 inch capped pipe as shown on the attached site plan The only utilities found on the property consisted of a power pole with some overhead electrical and/or telephone lines near the eastern boundary Most of the surrounding land has already been developed and is being used for residential purposes..: .. . . Soil Conditions . . . . The site is underlain..',by an undetermined thickness of Quaternary and Recent sedimentary materials consisting almost entirely of silty sands The upper 18 to 24 inches of this material is medium brown in color and is in a moist, loose condition with numerous grass roots present Below this depth, the material changes very abruptly to a light reddish brown, silty sand with a consistency of dense to very dense.. .: • . .. : • ''' SCT' 12700 ". ' 1. January 1.6j 1978 Page Three : RECOMMENDATIONS Site Preparation • ':. S Tree' Stump Rernoval:..'If the tree stump is to be removed we recommend all roots larger than 1 1/2 inches be taken out and the soils at the bottom of theresuiting excavation be scarified to a 'dep.th• of 12 inches and be compacted. Uniformly compacted fill may then be placed in the resulting excavation All soils, as mentioned above, should be compacted to a minimum of 90% relative compaction. 'Shal1ow Pits: Thethreeexistingshallow pits should be prepared to receive' fill and recommended above 'for the depression resulting from the removal of the tee stump.. .. .'.• ' . . ' 2", Capped Pipe:. The existing 2 inch pipe. should be removed from within the site boundary, and should be properly capped at the property line. Building Pad Preparation After normal clearing operations 'and prior to construction we recommend that the loose surface 'soils under' 'the proposed structures. be densified to a minimum of .90%'of their maximum dry density'. These soils' should be densified to the top of the dense, light reddish brown, silty sands found typically at approximately 18 'inches.to 24 inches below the existing natural grade.. Should the loose 'surface materials be .found deeper than .24 inches,, we recommend the soils be .compaàted to a maximum depth of 36 inches below proposed finished grade or 24 inches below the bottom of the 'foôtings' whichever 'is •gréatèr. A sufficient number of. in-. place density tests should be performed during or after the densificat'ion..efforts-have been completed to insure that the' •, above recommendations have been complied with. Earthwork All earthwork and grading contemplated for site SCT 12700 January 16, 1978 Page Four preparation should be accomplished in accordance with the attached Pecornmended trading Specifications and Special Provisions Utility trench backfill within 5 feet of the Proposed structure and. beneath asphalt pavement should be compacted to a minimum of 90% The maximum dry density of these soil types should be determined in accordance with A S T M Test Method 1557-70T, Method A or C Foundations . •... S . General: Conventional spread footings founded in nonexpansive soil.are recommended for the support of the proposed structures. Conventional spread footings should be founded at a minimum of 12 inches below adjacent finished grade for one and two- story structures and have a minimum width of 12 inches Spread footings may be designed for an allowable soil bearing pressure of 1550 pounds per square foot. Settlement Characteristics The anticipated total and/or differential settlements for the proposed structures may. be considered to be within tolerable limits provided the recommendations presented in this report are followed Expansive Characteristics: The prevailing foundation soils were found to be nondetrimentally expansive and will not require special consideration and/or design. LIMITATIONS The recommendations and opinions expressed in this report reflect our best estmate of the project requirements based on an evaluation of the subsurface soil conditions encountered • ..atthe subsurface explóration locations and the assumption that the Soil conditions do not deviate appreciably from those encountered It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or. unforeseen variations in the soil conditions SCT 12700 January 16, 197' Page Five that may occur in the intermediate and unexplored areas Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soils engineer so that he may make modifications if necessary. In addition, this office should be advised of any major changes in the project scope or proposed site grading so that it may be determined if additional investigation would be necessary FIELD EXPLORATIONS ,Six subsurface explorations were made at the locations indicated on the attached Plate Number 1 on January 6, 1978 These explorations consisted of trenches dug by means of a backhoe The field work was conducted under the observation of our engineering geological personnel The explorations were carefully logged when made These logs are. presented on the following Plate numbers 2 through 4 The soils are described in accordance with the Unified Soils Classification System as illustrated on the attached simplified chart. In addition, a verbal textural description, the wet color, the apparent moisture and the density or consistency are given on the Logs Soil densities for granular soils was given as either very loose, loose, medium dense, dense or very dense. . Disturbed samples of typical and representative soils were obtained and returned to the laboratory for testing .• •:..H. .. LABORATORY TESTING Laboratory tests were performed in accordance with the generally accepted American Society for Testing and Materials (A S T M ) test methods or suggested procedures A brief description of the tests performed are presented below: SCT 12700 January. 16, 1978 Page Six Moisture-Density' Field moisture content and dry density were determined for some 'undisturbed samples obtained This information was an aid to classifcátion, and permitted recognition of variations in material consistency with depth The dry unit weight is determined in pounds per cubic'foot,.ànd the field moisture content is determined as a percentage of the soil's dry weight The results are summarized in the trench logs. Classification; ' Field 'classifications were 'verified in the laboratory by visual examination The final sOil claSsifications 'are in, accordance with the 'Unified Soil Classification System. C) Direct Shear Tests Direct shear tests were performed to determine the failure envelope based on yield shear strength The shear box was designed to accoinodate a sample having diameters of 2.375 inches or 2.50 inches and a height of 1.0 inch., Samples were tested at different vertical loads and at saturated moisture content The shear stress was applied at ,a constant rate of strain of ' ' ' approximately' 0.05 inches per minute. The results of these tests are presented on attached Plate No d) , Compaction Test: The maximum -dry deflsity and • ,.: optimum moisture' content of typical soils were determined in the laboratory in accordance with A.s.T..M. Standard Test D-1557-70 Method A. The results of these tests are presented on the attached 'Plate No. 5. - ...-.,- * ..*-,. ..-.. 4.8 3.8 Jan. 6,1978. Plate No. 2 . ... . . . 3 TRUCH. ND. . - DSCRIPTICt :Y M . .. SM Brown, Moist, Lose SILTY SAND (Topsoil) •.. -'. S Light, Reddish Brown SILTY SAND • 0 : S 121.4 3.3 SM 5 : . 112.6 3.1 6. ---. Bottan prjj No. 4. o • Brown, ?tist, Loose SILTY SAND SM (Topsoil) 2 SM Light Reddish Brown, SILTY SAND 3I 4: 61 Bottom SOUTHERN CALIFORNIA Carlsbad Subdivision BOIL & TESTING.,,LAB, INC. T 5250 RIVURDALS STRUT SAN Ousa, CALIFORNIA SRIRO S S •S,• • • BY. •. . IDATE :mi-pj LOG • •.•. • • RflyYp1-t I jam— JOB No • I S • S •..! 12700 L Plate kk e a rm 1_- DIRECT SHEAR TEST RESULTS. SAMPLE DESCRIPTION Renolded to 90% . . Angle of. internal friction( ) 33.5 . Cohesion intercept (psf) Tl@l 25 MAXIMUM DENSITY & OPTIMUM MOISTURE CONTENT ASTM]7:29. METHOD, ..A........... SAMPLE DESCRIPTION D (pcf) Cot(°/o) Tl@i Brawn, Silty, Fine Sand 129.9 8.3 'a >. . SOUTHERN CALIFORNIA TESTING . LABORATORY, INC. 6280 RIVEROALE STREET SAN DIEGO. CALIFORNIA 92120 714-283.6134 Carlsbad Subdiviion ENK By JOB NO. SCT 12 1 . DATE Jan. 6,1978 Plate No. 5 I.' I. I,. 54 APPENDIX A, PAGE 1 JOB NO SCT12700 DATE' Jan. 16,1978 RECOMMENDED GRADING SPECIFICATIONS GENERAL PROVISIONS I* GENERAL INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soil to the lines and grades shown on the accepted plans The recommendations contained in the pre- liminary soil investigation report and/or the Attached Special Pro- visions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. ' ' . ''• INSPECTION AND TESTING A qualified soil engineer, shall be employed to inspect and test the s earthwork in accordance with these specificationIt will be ne- cessary that the soil engineer or his representative provide ade- quate inspection so that, he may certify 'that the work was or was not accomplished as specified It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes and new information and data so that he máy..rnake these certifications. ' If., in the opinion'of the soil engineer, substandard conditions are encountered (such as questionable soil, poor moisture content, in- adequate compaction, adverse weather, etc.), he will be empowered to either stop construction until the conditions are remedied or , corrected or recommend rejection of the work Soil' tests used.,to determine the degree of compaction will, be per- formed in accordance with the following American Society for Test- ing and Materials test methods: Maximum Density& Optimum' Moisture Content: A.S.T.M. D-1557-70 Density of Soil 'In-Place: A.S.T.M. D-1556-64 PREPARATION 'OF AREAS . TO' RECEIVE- 'FILL .All. vegetation,'. brush and debris Shall be removed, piled and. burned or, otherwise di-sposed of. After clearing, the natural ground shall be scarified' to a depth of six inches, brought to the proper mois- ture content, compacted and tested for the minimum density specified APPENDIX A, PAGE 2 'JOB NO. ST 12700 DAT1: Jan..,,L619.Th in the Special Provisions or the recommendations contained in 'the preliminary soil investigation 'report. ' When the slope of the natUral ground receiving fill exceeds 20 per- cent (5 horizontal units to 1 vertical ünit),'theoriginai ground shall be-stepped or benched. Benches shall be cut to a firm compe- tent soil condition.. ,The lower bench shall' be at least ten feet wide and all other benches at' least six feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified hereinbefore for compacted'natural ground. Ground slopes flatter than 20 percent shall be benched when considered necessary by the soil engineer. FILL MATERIAL Materials placed in the fill shall be approved by the soil engineer and shall be free of vegetable matter and other delterious sub- stances. Granular-soil shall contain sufficient fine material to fill the voids. The definition and disposition of oversized rocks, expansive and/or detrimental Soils are covered in the Special Pro- visions. ' Expansive soils, soils of poor gradation or' strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill 'material, but only with the explicit consent of the soil engineer.. 'PLACING AND COMPACTION OF FILL' Approved fill material shall be placed in areas prepared to receive' fill in layers not to, exceed six inches in compacted thickness. Each layer shall have,auniform moisture content in the range that will allow, the 'compaction effort'to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to a minimum specified density with adequately sized equip- ment, either specifically designed' for soil compaction or of proven reliability. ' The minimum degree of compaction to be achieved is specified in, either the Special Provisions or the recommendations contained in the preliminary soil investigation report. Field tests and inspectiOns to check the.degree of compaction of the fill will be taken by the soil engineer or his representative. The location and frequency of the tests shall be at the soil engineer's discretion. In general, the density tests will be made at' an inter- val not 'exceeding 'two feet in vertical rise and/or 500 cubic yards of embankment. : SEASON LIMITS Fi1l shall not be placed during unfavorable weather conditions. When work 'is interrupted by heavy rain, filling operations shall APPENDIX A, PAGE 3 JOB NO SC..T.._12700 DM1 ry_lcl978 not be resumed until e the proper moistur content and density of the fill has been achieved Damage resulting from weather shall be re- paired before acceptance of work UNFORESEEN CONDITIONS . : '.•.' ' . . . .In'the event, that conditions are encountered during the site pre- parti,on and construction that were' not encountered during the preliminary soil investigation, Southern California Testing Lab- oratory,. Inc. assumes' no responsibility for conditions .'enàountered which differ from those conditions found and described in the Lire- 'liminary 'soil •invest'igation'report..' .. . .. . . . API'LNDJX' B : JOB NO, SCT 12700 DATE January 16, 1978 RECOMMENDED GRADING SPECIPICATIONS SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and in the compacted b.tdkf ill shall be 90 percent. • DLrimental1y expansive soil is defined as soil which will swell more than three percent against a pressure of 150 pounds per square foot from a condition 6f.90 percent of maximum dry density and optimum moisture Content to saturation Oversized fill material is defined as rocks or lumps over six iches in diameter At least 40 percent of the fill soil shall pass through a #4 U.S. Standard Sieve. Transition Lots. Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill. S S. UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION S GROUP SYMBOL TYPICAL NAMES 1. COARSE GRAINED, More than half of material is larger than No. 200 sieve size . . GRAVELS . . CLEAN GRAVELS Well graded gravels, gravel- More than half of. sand mixtures, little or no coarse fraction is '• . . S fines. larger than No. 4 GP Poorly graded gravels, gravel sieve size but sand mixtures, little or no smaller than 301• . S fines. . •0• GRAVELS WITH FINES. (Appreciable 'amount of fines). GM Silty gravels, poorly graded gravel-sand-silt mixtures. GC Clayey gravels, poorly graded gravel-sand, clay mixtures. Li quid. Limit. less than 50' SILTS AND CLAYS Liquid Lixiit greater than 50 HIGHLY ORGANIC SOILS SW Well graded sand, gravelly sands, little or no fines. SP Poorly graded sands,gravelly sands, little .or no fines. SM Silty sands, poorly graded sand and siltrnixtures. SC Clayey sands,' poorly graded sand and clay mixtures. ML Inorganic silts and very fine sands,. rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity CL Inorganic clays of low to medium plasticity gravelly clays, sandy ciays,silty clays, lean clays. OL Organic silts and organic silty, clays oif'.law plasticity MR Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. CH . Inorganic clays of high 0 • plasticity, fat clays. OH Organic clays of medium to high plasticity. PT Peat and other highly organic soils. SANDS CLEAN SANDS More .than half of . coarse . fraction, is smaller than No. .4 .' sieve size.. SANDS WITH FINES (ApprecIable amount f fines) 11. FINE GRAINED, More than half of material.. •5: smaller than No.. 200 'sieve 'size. SILTS AND CLAYS SOUTHERN CALIFORNIA TESTING' LABORATORY 'I I.