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HomeMy WebLinkAbout2669 MADISON ST; ; 75-804; PermitBUILD[ G PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces on/v. Phone 729-1181 Permit Nn JOB AODR ESS ,'Ps0,il~r z'tç # / IAssEss0 PARCEL NUMBER LEGAL 1 oESCR. I LO NO, I RLK I 4/ TRACT (ESEE ATTACHED SHEET) I BOOK I I PAGE If 7L7 PAR OWNER MAIL ADDRESS Zivs/c/'r; h ZIP PHONE i CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. PTATE CITY MAIL ADDRESS PHONE LICENSE NO. ENGINEER - MAIL ADDRESS 5 PHONE LICENSE NO. COMPENSATION INS. CARRIER 6 7 BRANCHC U5OF BUILDING , At 8 Class of work: ISI NEW LI ADDITION Li ALTERATION Li REPAIR LI MOVE LI REMOVE 9 Describe work: D J7 , , 10 Change of use from Change of use to 11 Valuation of work: $ NZ. PLAN CHECK FEE $ / 1 I PERMIT FEE $ 22. SPECIAL CONDITIONS: Type 0-1. Const. f. 44) Occupancy / Group ______ MICRO FILM FEE Size of Bldg (Total) Sq. No. of Stories Max. 0cc. Load ______________ _ Fire Use Zone 3 Fire Sprinklers Required Lives Rko APPLICATION ACCEPTED BY. J DATE PLANS CHECKED BY APPROvE9/FOR ISSUANCE BY # No. of Dwelling Units — OFFSTREET PARKING SPACES No. No. Covered Sq. Ft. Open 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 120DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Special Approvals Required Received Note Required PLANNING DEPT. HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT. WATER DEPT. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) ........ SIGNATURE _OF_ OWNER _(IF _OWNER _RUILDERI WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR .". II INSPECTION RECORD T-8DP DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT._LATHING MASONRY FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-15-75 Fdn. Forms: They are in process of removing all begetation as required by this dept. Using back hoe and manuel labor to do so. .T. Mata 7-21-75 Very good pour, 4" slump and competent men on job. T. Mata 9-24-75 See correct-ion slip.s enclosed. T. Mata BUILD!iG PERMIT APPLICATION a-. - - - a a n. an a fl a • .aa... a aaaaa L.lty OT I.,IF1LbAU, IMLI1UI1NIA Z11JU .S —-- ( , rL 7I% 4dC.1 Applicant to complete numbered spaces only. Phone i i i o I Femit No ' • " ~55A JOB ADOR ESS _______ 2 ST Oico $ I ASSESSORS PARCEL NUMBER LEGAL 1 OESCR. LOT NO. RLI( TRACT h 'Mi' (LI ATTACHED SHEET) I BOOK / 1 /17 PAGE PAR. 27 04R MAIL ADDRESS ZIP HONE aj C MAIL ADDRESS PHONE LICENSE NO STATE C1TY 0R DES IG5.R MAIL ADDRESS PHONE LICENSE NO. NGlNEER MAIL ADDRESS 5 PHONE LICENSE NO. CO EN.SATION INS. CARRIER MAADADD-S BRANCH USE OF BU ;~L" 2 / I 8 Class ofwork: )4—MEW DAOOITION LI ALTERATION LI REPAIR LI MOVE Li REMOVE 9 Describe work: 0 P-0 "V 'P fli. og np1ieinzL04e' 10 Change of use from Change of use to 11 Valuation of work: $ 3 S PLAN CHECK FEE $ PERMIT FEE $,d70 0 SPECIAL CONDITIONS: Type of_.. /) Const. OccuPancY1/y/ Group MICRO FIL M Wib Size of Bid .f (Total) Sq. F No. of Stories 0cc. Load Max. Fire Zorer. Use 7 Zone V )5 Fire Sprinklers Required L [E]Yes Ii No APPLICATION ACCEPTED BY. DATE PLANS~C(H/OE BY AP PRO ID OR ISSUANCE BY No. of Dwelling Units OF g FSTREET PARKING SPACES No. ,er sq. Ft. Open 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 120DAYS, OR IF CONSTRUCTION OR WORK ISSUSPENDED.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 PROV ONS OF ANY OTHER STATE LOCAL LAW REGULATING UCTIO OF C Special Approvals - Required Received Not Required PLANNING DEPT. HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT. WATER DEPT. SI G7 T RE OF CO N T AUTH RE 0 AGENT / (DATE) C e L 4TE) SIGNATURE_OP_OWNER_lIP_ OWNER _BUILDER) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH wera INSPECTOR ,ç .: -.. INSPECTION RECORD 7) 3 DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK .• TRENCH REINFORCING FOUNDATION WALL& WEATHER PROOFING CONCRETE SLAB FRAMING - INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-21-75 Very good pour, 4" slump and competent men on job. T. Mata 9-24-75 See corrections enclosed: T. Mata 10-10-75 Good nailing on all drywall, very little pickup O.K. to tape. T. Mata BUILD!iG PERMIT APPLIC.tION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 Permit No /s) JOB ADDRESS ASSESSORS PARCEL NUMBER LEGAL 1 DESCR. LOT NO. 41 BLK I TRACT IL 4 (ESEE ATTACHED SHEErI I BOOK PAGE PAR. 17 OWNER MAIL ADDRESS ZIP ye 1 A Al I(AAL/1AS PHONE CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. STATE CITY MMUM111ITt"r OR DESIGNER MAIL ADDRESS Z. PH E LICENSE 90. MAIL ADDRESS 5 PHONE LICENSE NO. COMPENSATION INS. CARRIER AIL ADDRESS 7Z4? BRANCH 0 VAE IL C 7 . Z~; 8 Class otwork: P&NEW U Ann! ONDALTERATION U REPAIR El MOVE El REMOVE 9 Describe work.( 10 Change of use from Change of use to 11 Valuation of work: $ .:;4!' ' 141,2 PLAN CHECK FEE $ _ PERMIT FEE 0 SPECIAL CONDITIONS: Type of 77 Const. — Occupancy Group CdFICM FEE Size of Bldg. (Total) Sq. No. of Stories Max. 0cc. Load Fire Zone Use Zone Fire Sprinklers Required Elves APPLICATION ACCEPTED BY DATE HEc E BY APPR 0 FOR ISSUANCE BY No. of Dwelling Unit OFFSTRPKING SPACES No No. SCI. Ft. overe 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 I20DAYS, 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 PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGN TURE OF CONTRACTOR OR A .. IZ D IAGENT (DATE) A(.A Special ApprovIs -Required Received Not Required PLANNING DEPT. HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT. WATER DEPT. PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE SIGNATURE OF OWNER (IF OWNER BUILD ERI TEI WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION cK. M.O. CASH 7: 1 INSPECTOR . . . INSPECTION RECORD r - DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL& WEATHER. PROOFING . CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING - MASONRY -1' FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7--21-75 Very good pour, 4" slump and competent men on job. T. Mata 9-24-75 See correction slips Enclosed. T. Mata - ____ • ,), I PLUMBING PERMIT APPLICATION /2iW I City of CARLSBAD, CALIFORNIA Applic4nt to complete numbered spaces o131y. . Permit No. JOB ADDRESS 9 LOT NO. I BLE TRACT LEGAL 1 DESCR. I I OWNER MAIL ADDRESS ZIP PHONE hi 'CONTRACTOR MAIL ADDRESS NE LICENSE NO. STATE CITY MAIL AODRESS .,' ~)TECT OR DESIGNER AR * PHONE IC ENS E NO. 4I2 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 COMPENSATION (NS. CARRIER MAIL ADDRESS BRANCH 6 USE OF 8UILING 8 CIass>rk: LI ADDITION LI ALTERATION LI REPAIR 3 Describe work: 4'ag, 5, w J/" -tic PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) BATHTUB jjj LAVATORY (WASH BASIN) _7 SHOWER KITCHEN SINK & OISP. - DISHWASHER APPLICATION ACCEP B/I PLANS CHECKBD BY LAUNDRY TRAY I- I I I I IAPPAovEo7su CE BY / 2 OATE ,/./'S CLOTHES WASHER _____________________________ - - WATER HEATER NOTICE URINAL - DRINKING FOUNTAIN THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A FLOOR--SINK 09 DRAIN SLOP SINK PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS GAS SYSTEMS NO. OUTLETS - ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER PIPING & TREATING EQUIP. - APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WASTE INTERCEPTOR - TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT VACUUM BREAKERS - PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING LAWN SPRINKLER SYSTEM - CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SEWER z:7 ( CESSPOOL SEPTIC TANK & PIT ROOF DRAINS yNATURE OF CONT1FACTOR oR rpP4IZED AGENT IOATEI - PERMIT $ TOTAL FEE (DATE) SIGNATURE _OF_ OWNER _(IF _OWNER _RU WHEN WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM S REMARKS S - INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-7-75 U.G. Plumbing: All O.K. no leaks good system. I told Don Brihan that-all vegetation-must be removed before pouring or get an engineering calc for -steel. T. Nata 8-29775 Good Stop out. No leaks. T. Nata S lO-7-75 All O.K. to close up no-leaks. T. Mata rttt ' PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA #25 Applicant to complete numbered spaces only. / Permit No. (7 JOB ADDRESS LEGAL 1DESCR. LOT NO. /T I BLK I I TRACT I I OWNER MAIL ADDRESS 2 13 yv . ZIP PHONE 5, j COR MAIL ADDRESS (OF PHONE 3 L- ii LICENSENO. STATE 9As, S)3 CITY A ECT OR DESIGNER MAIL ADDRESS 4 PHONE L$SE NO ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. COMPENSATION (NS. CARRIER MAIL ADDRESS 6 BRANCH USE OF BUILD 8 Class otwork: EAODITION E] ALTERATION E REPAIR .9 . Describe work: - PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) 17 BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP. DISHWASHER APPLICATION ACCE P E D PLANS . APPROVED FOR SUA CE BY LAUNDRY TRAY - - CLOTHES WASHER WATER HEATER / 2j NOTICE ' k' THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 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 PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. URINAL - - DRINKING FOUNTAIN CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A FLOOR--SINK OR DRAIN - - SLOP SINK GAS SYSTEMS: NO. OUTLETS 121 ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER PIPING & TREATING EQUIP. HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT WASTE INTERCEPTOR PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING VACUUM BREAKERS LAWN SPRINKLE.R SYSTEM - SEWER CESSPOOL SEPTIC TANK & PIT ROOF DRAINS IG TURF OF CON ACTOR O#RIZED AGENT (DATE) PERMIT . $ TOTAL FEE $P3 5L SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) bAld WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR S INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-7-75 U.G. Plumbing: All O.K. no leaks good system. I told Don Brihan that all vegetation-must be removed before pouring or get an engineering caic for steel. T. Mata 8-29-75 Good top out. No leaks. T. Mata WW ...v ADDI IATI(kI IU U LlIUlU CALIFORNIA 171— Permit No.Z? 19' rfr 3 C 41d4 PLUMBING PERMIT City of CARLSBAD, Applicant to complete numbered spaces only. c2ccg 7J) LEGAL 1OESCR. LOT NO. I ( T ic I I I TRACT I OWNER MAIL ADDRESS 2 CONTRACTOR A IL ADORE S / ZIP PHONE 3 , LL7 N PHONE LICENSE NO. STATE CITY AR OR DESIGNER PAIL ADDRESS TE PHONE LICNSE NO ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. COMPENSATION INS. CARRIER MAIL ADDRESS 6 BRANCH USE OF BUILD 1 8 Class of work: 44t!T' El ADDITION El ALTERATION El REPAIR .. 9 Describe work: 4 PERMIT FEES No Type of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) BATHTUB 00 LAVATORY (WASH BASIN) 4-- SHOWER KITCHEN SINK & DISP. DISHWASHER APPLIC71ON : ACCEYfPLANSCHECKEOBY APPROVEOFOR SUA CE DATE LAUNDRY TRAY CLOTHES WASHER WATER HEATER .J I NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS 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. URINAL - -- DRINKING FOUNTAIN FLOOR--SINK OR DRAIN - SLOP SINK GAS SYSTEMS: NO. OUTLETS - WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR - VACUUM BREAKERS - LAWN SPRINKLER SYSTEM - - SEWER CESSPOOL SEPTIC TANK & PIT ROOF DRAINS OF CONTRACTOR OR AUT NT (DATE) - - PERMIT TOTALFEE_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 '73 /15 INSPECTOR INSPECTION REPORTS DATE • ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-7-75 U.G. Plumbing: All O.K. no leaks good system. Itold Don Brihan that all vegetation must be removed before pouring or get an engineering calc for steel. T. Mata 8-29-75 Good top out. No leaks. T. Mata > I 0 - ELECTRICAL iPERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 '. / Applicant tó complete numbered spaces only. Phone 729-1181 - Permit No. ,I•... JOB ADOR ESS LOJ LEGAL TRACT (JSEE ATTACHED SHEET) 1 OWNER MAIL ADDRESS P P HONE CONTRACT IC NSE NO, ST.A E CITY STS' A(AlL AHITECT OR DEST—GNER A DDRES PHONE ICN NO 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 - COMPENSATION INS. CARRIER MAI ADDRESS BRANCH 6. T 71JE) USE OF RU G 1 8 Class of work: XINEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: . PERMIT FEES ISSUANCE OF EACH PERMIT No. Each Fee SPECIAL CONDITIONS: - p () .A:7 00 ,. - NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER 19 APPLICATION ACCEPTED BY: PLANS CHECKED BY: IAPPRYEVOR ISSUANCE BY: - SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE - 1 DATE NOTICE IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF - CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS 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. TEMP. SERVICE OVER 200' AMP. ,• çì. PER 100 3IRCOrCONT ACT R OR AUTHORIZED AGENT (DATE) - - PERMIT FEE - BIGNATURL or OWNER (IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACED THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. - CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR / USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 9-22-75 Electric system very well done. SmOke detectors are installed on wall, not in ceiling. T. Mata 10-15-75 Good staple job and neat work. He had some lead ins to pull in as all. T. Mata BUILDING PERMIT APPLICATION Permit No.4-iaP City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces on1v. Phone 729-1181 JOB ADDRESS - .. LEGAL r LOT NO. BLK TRACT Cc) (LJSEE ATTACHED SHEET) /'... 5 M OWNER MAIL ADDRESS ZIP PHONE Ifl 2 A cj c L CONTRACTOR( MAIL ADDRESS PHONE LICENSE NO. ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. (\ ENGINEER MAIL ADDRESS PHONE LICENSE NO. '... 5 3 LENDER j MAIL ADDRESS BRANCH 6 USE OF BUILDING Co'-d 8 Class of work: Li NEW Li ADDITION Li ALTERATION 0 REPAIR Li MOVE [R''E Describe work:— JDY _ \) 10 Change of use from Change of use to 11 Valuation of work: $ Al1 PLAN CHECK FEE PERMIT FEE 4J, SPECIAL CONDITIONS: f 7 Type of Const. Occupancy Group Division Size of Bldg. (Total) Sq. Ft. No. of Stones Max. 0cc. Load - ( I Fire Zone Use Zone Fire Sprinklers Required Lives LiNo APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVED FOR ISSUANCE BY: No. of OFFSTREET PARKING SPACES A - Dwelling Units Covered Uncovered NOTICE Special Approvals Required Received Not Required ZONING 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 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- OTHER (SpecIfy) 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. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) _. .. . 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 INSPECTOR -o CO 3 P INSPECTION RECORD • DATE - REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL& WEATHER PROOFING CONCRETE SLAB • FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY • FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD N° SE 1368 I BUILDING DEPT. ENGINEERING DEPARTMENT I 729-1181 EXT. 35 ISSUED BY FOR APPLICANT TO FILL IN DATE ISSUED BUILDING ADDRESS //1Ott. r VALIDATION OWNER MAILING ADDRESS 1.\ 0 • i • __________ -___________________________________________ LATERAL CHARGE COMPUTATION CONTRACTOR FE CONTRACTOR'S ADDRESS NEW BUILDING V I EXISTING BUILDING LEGAL DESCRIPTION I ' -I .11 I ':• .. i :' - -- -. . .frL . '17 STANDARD 4" (Max. H. 30', V. 10') OVER 30' H.-@ FT.__________ OVER 10' V. _____ ______ FT. STANDARD 6" (Max. H. 30', V. 101) OVER 30' H. ______ _______ FT - OVER 10'V.-@- FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE REMARKS: LINECOSTDATA f r'. •2...,. - i. - H • I ASSESSMENT DIST. NO. FRONTAGE COST PER FT.—TOTAL— OTHER LATERAL LOCATION I -I— C,,' CONNECTION FEE NO. UNITS _COST PER UNIT TOTAL PUMP STATION FEES NO. UNITS _______COST PER UNIT TOTAL 191 TOTAL CHARGES (LATERAL ETC.) ST. LATERAL NO INSTALLATION DATE_ T1 ADDRESS OWNER MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING LEGAL DESCRIPTION L oi EXISTING BUILDING REMARKS: - L,TtE-çIL - oi 91f LATERAL LOCATION APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD N? SE 1374 BUILDING DEPT. ENGINEERING DEPARTMENT 729-1181 EXT. 35 c.. r ISSUED BY FOR APPLICANT TO FILL IN DATE ISSUED RtIIIrIIJc - - - VALIDATION LATERAL CHARGE COMPUTATION STANDARD (Max. H. 30', V. 10') OVER 3O'H.-@_______FT. OVER 1O'V. _____ ______FT. STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. ______ _______ FT. OVER 10'V.-@- FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE -COST PER FT.-TOTAL- OTHER CONNECTION FEE NO. UNITS 12 COST PER UNIT -' TOTAl PUMP STATION FEES NO. UNITS -COST PER UNIT TOTAl ST. TOTAL CHARGES (LATERAL ETC.) .1 - LATERAL NO INSTALLATION DATE k C-DUP DESCRIPTION SF Of Floor Area Cost/SF for Types of Construction Valuation I & II I III-1 Hr.Ill-N _ V-lhr V A, B, Aitorirs,Thaaters Curhes, Schools 31.60 24.90. 24.90 22.70 20.90 D IfIl • ospitals 43.20 41.50 N/A 35.20 N/A • (Convalescent 31.30 28.70 N/A 25.60 N/A E, F, llndustrial Plants 17.0U 12.40 10.80 11.20w 9.35 or C Tilt-Up N/A N/A N/A 10.00 7.80__1 Stock Tyoe ivf W/A N/A N/A LL.2Uv.35- Warehouses ( j 13.60 10.80 9.15 9.50 7.S5 Office Areas ADDITION $4.00 PER SQ. FWI' - Stores& Ccm'1.Bldg 23.50 18.00 16.40 16.20 14.60 F Office Bidgs. - 22.40 f 20.80 18.60 Restaurants N/A 27.20 25.50 24.60 22.90 Service Stations . N/A -23.20 IVN21.60 14.60 Ccinopies (Service) I - IV-N 7.41 - Public Garages 14.20 11.90 1 10.20 10.10 jIW10.80 • 24.20 19.20 18.90 17.00 16.75 I RECELDGS. Cr,-S/CONDJS/ 7/ / N/A 19.20 18.80 17.70 17.40 • I & H . Patios Porches, Balconies i 91 ________ ______ • .5.00 . -1 Baserent C-arages j / . __ __ 10.50 ______ J N/A Attached Priv. Car. 7.70 7.45 6.00 5.75 Fire-Extinguishing Sprinkler System Add 70 per sq. foot of Area Sprinkled Air-Cot ditioning Pile Fdns. • ADDITIONAL MDIFIERS. FOR GE)UPS I & HForced-Air - Cornrercial Add $1.60 Per Sq. Foot Residential Add $1.40 Per Sq. Foot: Cast-In-Place LF_@_S4.00/LF Steal & Pre-Cast Conc. Piles LF 8 S8.00/1,F 0 Fi.1-epieees--- @ $'500 Each Heat or All Electric/ 8 $500 Each Unit tkxyd Shakes ' SF 8 30 Per SF SF 8 60 Per SF umerQBathroom Fixtures Over Six @ $200 Each - MtSCEtLi\TEOtJS . =I-STORY BLEGS: Determine the valuation from the st.mi of the . Floor Areas of all the stories. Include 'VALUATION Exterior Exit Balconies. 101'AL P1 7;1 Ix, 7/2 oCC9 . , / III - sonry '71,11s, 'ox Floors and Interior rvialls (Except: 1st floor x,ild have conc.slab) IV = E-\, ?-Y BUILDING REQUIRES A SEPARATE PERMIT TYPES AND GUU?S 01" LUST1(UUi'1L)t4 AU rux L'LLLLt) rJ.LN 1t.I: - GUIDELINE PURPOSES ONLY. PEPMT FEE: 2 2- . (7 c7ç ( 7c 21 4zc G)U? DESCRI.PTICN SF Of Floor Area Cost/SE for Types of Construction Valuation I & II jIIi_lHr. 111-9 F V-Thz V B, Additoriurs,Theater Criurhes, Schools 31.60 24.90 24.90 22.70 20.90 • D osptals 1 43.20 41.50 N/A 35.20 N/A Convalescent Horres 31.30 28.70 N/A 25.60 N/A F, IIndustrial Plants 17.00 12.40 10.80 11.20 9.35 or G -. Tilt-U0 N/A N/A N/A 10.00 7.80 Stock Type IV N/A N/A N/A 11.2()_V 9.i5 Wareinouses 1 13.60 10.80 9.15 9.50 7.85 Office Areas i ADDITIONL $4.00 PER SQ. I FWT - Stores & Com'1.Bldg1 _______ 23.50 18.00 J 16.40 16.20 14.60 F Office Bldgs. 22.40 J 20.80 18.60 1b. 85- Restaurants N/A 1 27.20 25.50 24.60 22.90 Service Stations N/A 23.20 ]1N21.60 14.60 t Canopies (Se--vi-c-.) C7 - IV-N 7.4- Public Garages f '7... 14.20 1 11.90 1 10.20 10.10 .IVN10.80 H APTS. , H=S, 2-4K- 24.20 19.20 ________ 18.90 ________ 17.00 _________ 16.75 _________ A • I RECELDGS. c7ztLINGS/CoNEoS/ N/A 19.20 18.80 17.70 17.40 1 & H Patios Porches, Balconies ,, 5.00 Basnt Garas 10.50 1Attached 1. Car. // V N/A 7.70 7.45 6.00 5.75 Fire-Extinguishing Sprinkler System jAdd 70 per sq. foot' of jArea Sprinkled " Air-conditioning Pile Fdns. ADDITIONAL MODIFIERS IOR GIOUPS I & H • corrrrercial 'Add $1.60 Per Sq. Foot Residential Add $11.40 Per Sq. Foot Cast-In-Place ' LF'@ S4.00/LP Steel & Pre-Cast Conc. Piles 12 8 S8.00/LF @ $500 Each Forced-Air Heat or All E1ectri_ $500 Each Unit , - SF @ 304', Per SF SF 8 60c Per SF n-Fixtures Over Six @ $200 Each NISCELLNEOUS LTI-S'IOY BLEGS: Determine the valuaticn from the sum of the Floor Areas of all the stories. Include Exterior Exit Balconies. TOTAL VALUATION OWNER: PLAN CHECK NO. Ty?S Of Co"sructon: I & II - Steel, Ccncrte, Cr asonry with Floors and Wnlls Stoel or Coice III - sonxv walls, Wccd Floors and Interior walls (Except 1st floor could have conc.slab) IV - Steel V - Wood Fra - 'V2Y BLTLDI'C i:rS A SV'-.L'E PEET TYPES' AND G&XJ?S OL' Lu5ikUu11LxN ju rux QJIDINE PURPOSES ONLY. c /00 1' GPXJ? DESCRIPTICN I SF Of Floor Area ot/SF for Dypes of Construction _Valuation I ftiii Hr. Ill-N V-Thr V A, B, itoris,Thaater IC11rrhes. Schools 31.60 24.90 2490 22.70 20.90 D hospitals / ________ ,43.20 41.50 ______ /A Fq 35.20 N/A ____ 31.30 28.70 N/A 25.60 N/A E, F, Ind*ial Plants 17.00 12.40 10.80 11.20 or G Tilt-Up /, N/A N/A N/A 10.00 7.80 Stock 'ryoe iv N/A N/A N/A 1. 2U 9.35 Warehouses ( L 13.60 10.80 9.15 9.50 i. 7.85 Office Areas I ADDITIONL _$4.00 1 PERSQ. FtO -( • Stores & Com'l.Bldg 23.50 18.00J16.40 22.40__ _ 16.20 14.60 F Office F31dgs. 30.20 J 20.80 18.60 Pastaurants N/A 27.20 J 25.50 24.60 22.90 Service Stations / (0 N/A 23.20 ]1N21.60 14.60 Canopies (Service) ?/I IV-N. 7.4E- • Public Garages I Cf IS 14.20 11.90 1 10.20 10.10 IIVNlO.80 H APTS. , H0TE!S , 24.20 19.20 18.90 17.00 16.75 1 I REC BLDS C1Et.LINGS/CONEOS/,.4 N/A 19.20 18.80 17.70 17.40 • I & H V Patads Porches, Ba1conL. . V 5.00 ,' ( Baserent Garages 10.50 J .. Attached Pray. Car. M 7 U (/ N/A 7.70 7.45 6.00 5.75 Fire-Extinguish.thg Sprinkler System Add 70 per sq. foot of Prea Sprinkled Air-Conditioning V Pile Fdns. V ADDITIONP flDIFIEPS POR G)UPS I & H • Cornrercia]. Add $1.60 Per Sq. Foot Pasidential Add $I0 Per Sq. Foot Cast'-In-Place .LF_@_4.00/LF Steel & Pre-Cast conc. Piles LP 8 S8.00/LF Numb-or of Fireplaces / @ $500 Each Forced-Air heat or All Elec @ $500 Each Unit Wood Shingles or Wood Shakes / SF 8 30C Per SF Tile Paof / SF 8 60 Per SF V Nurrber of Bathroom Fixtures ,Over Six 8 $200 Each MISCELLANEOUS V V =I-STORY BLEGS:Determine the valuation from the sum of the V V Floor Areas of all the stories. Include ' Exterior Exit Balconies. I(YrAL c VALUATION 1/ 5% zçO OWNER: V PLAN CHECLK NO. '7es Of CO- .structon: I & II - Stael, Ccncrete, C: Yasoriry with Floors irtd Walls Stoel or Concrete. III - sonry Walls, Wcc Floors and Interior Walls (Except 1st floor could have conc.s1b) IV - Steel V - Wood F'-ah FY BJLDI'G REOUILRES \ SPPd PEET TIFES ANL) (iUU UL LUSi'KUUflUiJ IUV, iU1 aJIDELINE PURPOSES ONLY. [PiT FEE: th9- INTERDEPARTMENTAL INFORMATION SHEET BUILD9G DEPARTMENT DATE: /S /\ BUILDING ADDRESS: S PLANNING DEPARTMENT LOT SIZE LOT WIDTH ( ZONE______________ UNITS PROVIDED _—ALLOWED _PRKG. SPACES PROVIDED_REQ.S Md % OF COVERAGE— ALLOWED HEIGHT ALLOWED_— FRONT SETBACK SIDE YARD______ REAR YARD_________ JTRT ENVIRONMENTAL PROTECTION REQ'TS. 'lANDSCAPE IkJ ADDITIONAL COMMEN ISSUE PERMI DAT CU PAN CY E ENGINEERING DEPARTMENT R.O.W INDUSTRIAL WASTE_________________________ d) IMPROVEMENTS _SEWER CONNECTION1250 pLwScz TO 6a nivT DRIVEWAY LOCATIONS-._GRADING PERMIT_____________ EASEMENTS fbp,_ DRAINAGJ1t4_kM-MrL LEGAL DESCRIPTION qVIS — 102- '2.7 ADDITIONAL COMMENTS P nowAm FIREDEPARTMENT SPRINKLING SYSTEM FIRE PROTECTION EQUIPMENT _'9 __O-.)?-FIRE ALARMS__________________ EXITS FIRE HYDRANTS_________________________ LOCATION_____________________________ ADDITIONAL COMMENTS ISSUE PERMIT(U__C'P-kDATE OCCUPANCY _ 1 75-2p71A Y9n~AT _______________ _________ ___ WATER DEPARTMENT C M W D CARLSBAD OLIVENHAI ADDITIONAL COMMENTS ISSUE PEIMIT -SENTTO PLANNING 6h~ TURNED TO BLDG. ANCY SENT TO ENG. DEPT RETURNED TO BLDG. DEPT DATE \ PRELIMINARY SOIL INVESTIGATION PROPOSED APARTMENT COMPLEX 9 M ADISON AVENU E CARLSBAD, CA_. FOR SUBSIDIZED HOUSING CORP. OF AMERICA 13557k VENTURA BOULEVARD SHERMAN OAKS, CALIFORNIA 91403 ATTN: MR. NORMAN MUSHNICK . .28 'MARCH 1972 JOB NO. 72-31 ' SOIL AND MATERIAL TESTING LABORATORY or NORTH COUNTY, INC. Son AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 HALE AVE. -ESCONDIDO. CALIF. 92025 28 march 1972 . ESCONOIDD-746-2333 Subsidized Housing Corp. of America 135574 Ventura Boulevard Sherman Oaks, California 91403 Attn: Mr -. Norman mushnick Re: Job No. 72-31 Proposed Apartment Complex 2669 Madison Avenue Carlsbad, California Dear. Mr. fflushni.ck: Enclosed is our report of the preliminary soil investigation . done at your request for the above referenced project. The investigation consists of three test. pits dug to depths of approximately seven feet below the existing ground surface. Appropriate laboratory testing and engineering analyses were performed. . • The results of this investigation along with our recommenda— • tions are to be.found in the accompanying report. If there are any questions or problems, please feel free t, consult with us in the future. . • Respectfully submitted, . .. . • • . . SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. C" t9 Claude B. Parker • Registered Civil Engineer #18,987 • Registered Geologist #512 Pe TABLE OF CONTENTS Page . I. General Information 1 II. Purpose of Investigation 1 I. Field Investigation A. Surface Conditions . 1 B. Test Pits 2 C. Subsurface Conditions 2 IV. Tests and Results 2 Grain Size.Analyses . 2 Expansion Test . . 3 C. Density Tests . 3 D. Direct Shear Test . 4 Bearing Capacity . Conclusions and Recommendations 5 VII. Reference 6 APPENDIX . . . . Plate 'Plot Plan Logs of Test Pits . 2 to 4 . . Specifications for Construction of Contr011ed Fills Unified Soil Classification Chart SOIL AND MATERIAL TESTING LABORATORY - OF NORTH COUNTY, INC. PRELIMINARY SOIL INVESTIGATION . . PROPOSED APARTMENT COMPLEX 2669 MADISON AVENUE CARLSBAD, CALIFORNIA I. . GENERAL INFORMATION A preliminary soil investigation has been completed for the above referenced site legally described as a Portion of Lot 41, map 1722, Seaside Lands, City of Carlsbad, County of San Diego, State of California. It is understood the site is ijtended to be used for three two story apartment buildings. The structures will be of wood frame construction with continuous concrete footings and a con- crete slab on the ground. The loads on the footings will be less than 1500 psf and will contain steel reinforcing in accordance with the minimum H.U.D. requirements. 11. PURPOSE OF INVESTIGATION The purpose of this investigation is to determine the following: 1 - the existing soil conditions, 2 - the presence and effect of any expansive soil, 3 - the allowable soil bearing pressures, 4 - the extent and compaction of any existing fill, 5 - any construction problems that can be anticipated, and to -make appropriate foundation recommendations. III. FIELD INVESTIGATION A. Surface Condition . . The site is a rectangular area approximately 110 feet by 228 feet extending east—west. The site is relatively flat and should require a minimum of grading. . SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. . 1 There is one small house and several small trees but no real obstacles with respect to grading. The site showed no sign of previous construction or trash -piles. B. Test Pits • . Three exploratory test pits were dug with a backhoe. on -: -- -.22 march 1972 at the approximate locations indicated on Plate 1 • (a modification of the Lot Split map by C. J. Kamptner, L.S., 6-2-1-63). Distrubed and undisturbed samples of the soils were .• visually classified by field identification procedure in accord— • and with the Unified Soil Classification. A simplified version - • ' -. of this classification is included at the end of this report.' -- - Continuous logs of the soils encountered in the test pits were - recorded in the field. The logs of the test pits shown on Plates - ., .2 to 4 are based on the field logs, on laboratory-inspection of the - --• - samples, and on the soil test results. - - C. 'Subsurface Conditions -: - - There were essentially-three soil types based on a strati— graphic profile encountered during the investigation. In general - - the soils are of a stable granular nature. The soil descriptions - ..and field densities are found. on the logs. - - -- - - No existing fill, bedrock, or. groundwater was encountered - during the investigation. - - - IV. TESTS AND RESULTS - - - - - : A. Crai•n Size Analyses - - - - Three grain size analyses were performed on the soil at the - site in general accordance with ASTIY1 D422-61T-for classification - . purposes and as a guide to engineering properties. - - - - - - SOIL AND MATERIAL TESTING LABORATORY - - - - - - - - - - OF NORTH COUNTY, INC. - - 2 - The results are presented below: GRAIN SIZE ANALYSES : Location. Percent Passing U.S. Standard Sieve Unified Soil 4 10 40 100 200 Classification Test Pit 1 @ 1 1 100.0 100.0 92.0 46.2 33.3 Sm Test Pit 2, © 22 .' 100.0 99.9 94.6 . 72.0 61.2 CL ,Test Pit 1 © 3' 100.0 99.6 90.4 42.4 28.6 SIY1 Expansion -Test An expansion test was performed on Soil Type 2 to determine if it would constitute a structural hazard to the buildings. The test was made on 2 inch diameter 1 inch high ring, sample. The sample was loaded with 1 Psi, instrumented, and allowed to air dry. After shrinkage had ceased, distilled water was applied and the expansion was measured as a ratio of the final change i'n height to the initial height. , EXPANSION TEST Location Soil Initial Air Dry Saturated Percent Type w w w Expansion *Tp 2 © 2' 2 21.3 107.5 ' 13.4 '111.8 27.2 '104.0 3.5 "TP. = 'test pit . I = dry density (pcf) w = moisture content (%) This test indicates that Soil Type 2 can be classified as slightly expansive. Density Tests '1 - Laboratory Compaction Tests One laboratory compaction test was made on Soil Type 1 to determine the maximum dry density and optimum moisture content as specified by ASTM D 1557-64T SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 3 (method A). This test uses the minus -#4 sieve soil in a 4 inch diameter 4 inch high cylinderical mold. The sample is formed with a 10 pound hammer falling 18 inches for 25 blows on each of 5 layers. LABORATORY COMPACTION Location ' Soil Max. Dry , Optimum Type Density moisture ' (pcf) Content (%) Test Pit I @ 1' ' 1 126.8 8.4 '. 2 - Field Density Tests • • • Four field density tests were taken at various locations to determine the natural conditions of moisture and density. .• ' The tests were performed according toASTm D1556-64, the Sand Cone method, moisture contents and densities were also made from direct measurements of undisturbed ring samples - The ratio of the field dry density to the maximum laboratory dry density was defined as the relative compaction. These ' • results are presented on the logs. • C. Direct Shear Test A direct shear test uias performed on a remolded sample of Soil -Type 1 to determine the bearing capacity of the soil in which the footings of the building will bear. Three 21 inch diameter 1 inch high samples were remolded 'to the inpiace conditions of moisture and density and loaded with normal loads of' .5, 1.0, and 1.5 KSF respectively. The samples were then sheared to failure .in the undrained condition. The results follow: DIRECT SHEAR TEST Location Dry • Angle of , Apparent Denisty Internal Cohesion , (pcf) Friction (0) (psf) Test Pit 1 @ 1' 111 40 • ' 100 • ' SOIL AND MATERIAL TESTING LABORATORY ' •' OF NORTH COUNTY. INC. • • 4 V. BEARING CAPACITY The values of internal friction and apparent cohesion •de— rived from the direct shear tests were used in the Terzaghi Formula in accordance with the procedure' outlined in Reference 1, page 170, to compute the allowable bearing capacity. Terzaghi. Formula: Bearing Capacity = 2/3cN'c + 'DfN'tq + Assumptions: Depth of Footing, Df = 1.5' ' Width of Continuous Footing, B 1.5' N' c , N' q , N' = dimensionless parameters found from ' Fig. 75, Ref. 1. Factor of Safety .= 3. ALLOWABLE BEARING CAPACITY Soil Description Bearing Capacity (psf) Gray Silty Sand ' ' 1962 CONCLUSIONS AND RECOMMENDATIONS 1 - It is recommended that the preparation of native soil and any grading be done in accordance with the enclosed "Speci- fications for Construction of Controlled Fills" except where superseded' by the following recommendations. 2 - The results of our tests and observations indicate the existing soil in its natural condition appears firm enough to support the proposed structures. ' The base for the paving area should be compacted to 95% of the maximum dry density to a depth of at least 8 inches. SOIL AND MATERIAL TESTING LA ORATORY OF NORTH COUNTY, INC. S :: 3 - If during site preparation Soil Type 2 is encountered within two feet of final grade, it should be undercut and re- placed with compacted nonexpansive material. 4 - Theoretical calculations indicate the soil can withstand a uniformly distributed, load of 1962 psf. Good engineering practice, however, would limit this to 1500 psi'. 5— If soils other than those described in this report are encountered during any grading or if imported fill is to be used, additionaltests will be required to ascertain their engineering properties. ' • till'. REFERENCE ' • 1 - Terzaghi and Peck, "Soil mechanics in Engineering Practice", John Wiley, N.Y., 1948. • • Respectfully submitted, ' 0 ,,SOIL AND MATERIAL TESTING ' • LABORATORY OF NORTH COUNTY, INC. jr e.JL t Claude B. Parker • Registered Civil Engineer #18,987 Registered Geologist #512 • Pe DIstribution: 4 Addressee SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. :'. 6 / MAO/SON . . STREET /,.. . fT I .,.. . L.J / . 03 1. /- - -. 02 - : ..........-. 0 TEST Pir . ., . ., . . S . -- .. •••••S•• 5 •S5.5S.S. ,.;.5 S. S .. . . . .4 ...•.. S .. . I i TEST PIT LOC. T101V 0R SL/SS/O/ZED W0US/M - . . . oc. A MERIc SOIL AND MATERIAL TESTING LABORATORY Q 5EAAiS/DE cAL/cORN/A . . . : O NORTH COUNTY. INC . . . . . P/_A7EW0.i 1 . . . .• .JOS /.JO. 72-3/ 1 LOG OF BORIN.G BORING NO. Test Pit #1 z 0 • 00 ELEVATION ________________________ z Q Z SAMPLING METHOD Backhoe a Gray Silty Sand 0 medium dense & moist 1 - sm. 4.8 110.0 87.7 • 2- Soil Type 1 ____ Light Brown Silty Sand : 13.1 115.8 dense - cemented less cementation with depth : 6-0 S 7_ Soil Type 3 ___ Bottom - 0 Bag Sample 5/ • Field Density Test . • S • • Undisturbed Sample Date: 22 march 1972 Subsidized Housing 'Job 2669 Madison, Carlsbad No. 72-31. By: Jennings Plate No. 1 2. SOIL & MATJIAL TTIG-ADATOY OF NORTH COUNTY INC. LOG OF BORING. BORING NO. Test Pit #2 . Ix W ELEVATION - 0 D -.- >- z z SAMPLING . Backhoe METHOD it 0 Gray Silty Sand medium dense at 12"SM • 8.2 99.3 78.2 2- Soil Type 1 :JJ: Gray Brown Sandy Clay stiff - wet . • CL 21.3107.E Soil Type 2 Light Brown Silty Sand 17.5117.1 dense • : Soil Type 3 ____ ____ . . • Bottom . 7- Date: 22 march 1972 Subsidized Housing 2669 IYIadisbn, Carlsbad • Job No. 72-31 Jennings. Plate No. SOIL & MAWL TST-LCaAT'V . . OF NORTH COUNTY INC LOG OF BORING BORING NO. Test Pit #3 Z , . ELEVATION _____________________ D CA . o SAMPLING . METHOD 8ackhoe 0 v) U ~ U -- - c' O Gray Silty Sand. medium dense . 1- 2- 3 ____ . Soil Type 1. Light Brown Silty Sand 4- o dense 5 . Sm: 6- 7— ____ Soil Type 3 H Bottom Date: 22 March' 1972 Subsidized Housing 2669 Madison, Carlsbad Job No. 72...31 By: Jennings Plate No. 4 SL & MA1AL TG.LACATCY OF NORTH COUNTY INC. SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 HALE AVE. - ESCONDIDO, CALIF. 92025 ESCONDIDO - 746-2333 SPECIFICATIONS FOR CONSTRUCTION OF CONTROLLED FILLS GENERAL DESCRIPTION: The construction of controlled.fills shall consist of adequate preliminary soil investigations, and clearing, removal of existing structures and foundations, preparation of land to be filled,. excavation of earth and rock from cut area, compaction and control of the fill, and all other work necessary to complete the grading of the filled areas to conform with the lines, grades, and slopes as shown on the accepted plans. CLEARING AND PREPARATION OF AREAS TO BE FILLED: All fill control projects shall have a preliminary soil investigation or a visual examination, depending upon the nature of the job, by a qual- ified soil engineer prior to grading. All timber, trees, brush, vegetation, and other rubbish shall be re- moved, piled and burned, or otherwise disposed of to leave the prepared areas with a finished appearance free from unsightly debris. Any soft, swampy or otherwise unsuitable areas, shall be corrected by drainage or removal of compressible material, or both, to the depths in- dicated on the plans or as directed by the soil engineer. The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to.a depth of at least six inches (611 ) or deeper as specified by the soil engineer, and until the surface is free from ruts, hummocks, or other uneven fea- tures which would tend to prevent uniform compaction by the equipment to be used. No fill shall beplaced until th,e prepared native ground has been approved by the soil engineer. Where fills are made on hillsides with slopes greater than 5 (hori- zontal) to 1 (vertical), horizontal benches shall be cut into firm un- disturbed natural ground to provide lateral and vertical stability. The initial bench at the toe of the fill shall be at least .10 feet in width on firm undisturbed natural ground at the elevation of the toe stake. The soil engineer shall determine the width and frequency of all suc- ceeding benches which will vary with the soil conditions and the steep- ness of slope. After the natural ground has been prepared, it shall be brought to the proper moisture content and compacted to not less than 90% of max- imum density, A.S.T.I'I. D1557-64T. —1— a Expansive soils may require special compaction specifications as directed in the preliminary soil investigation by the soil engineer. The cut portions of building pads in which rock—like material exists may require excavation and recompaction for density compatibility with the fill as directed by the soil engineer. MATERIALS: The fill soils shall consist of select materials graded so that at least 40 percent of the material passes the No. 4 sieve. The material may be obtained from the excavation, a borrow pit, or by mixing soils from one or more sources. The material used shall befree from vegetable matter, and other deleterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter. If excessive vegetation, rocks, or soils with unacceptable physical characteristics are encountered, these materials shall be disposed of in waste areas designated on the plans or as directed by the soil engineer. If soils are encountered during the grading operation which were not reported in the preliminary soil invest- igation, further testing will be required to ascertain their engineering properties. Any special treatment recommended in the preliminary or sub- sequent soil reports not covered herein shall become an addendum to these specifications. No material of a perishable, spongy, or otherwise unstable nature shall be used in the fills. PLACING, SPREADING AND COMPACTING FILL MATERIAL: The selected fill material shall be placed in layers which shall not exceed six inches (611 ) when compacted. Each layer shall be spread evenly and shall be thoroughly blade—mixed during the spreading to insure uniformity of material and moisture in each layer. When the moisture content of the fill material is below that speci- fied by the soil engineer, water shall be added until the moisture con- tent is near optimum as determined by the soil engineer, to assure thor- ough bonding during the compacting process. When the moisture content of the fill material is above that speci- fied by the soil engineer, the fill material shall be aerated by bladlng and scarifying, or other satisfactory methods until the moisture content is near optimum as' determined by the soils engineer. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the specified maximum density in accordance with A.S.T.fll. D1557-64T. Compaction shall be by means of tamping or sheepsf'oot rollers, multiple—wheel pneumatic—tired rollers, or other types of rollers. Rollers shall be of such design that they will be able to compact the fill to the specified density. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient passes to obtain the desired density. The entire area to be filled shall be compacted to' the specified density. SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. —2— Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable but not too dense for planting and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. Field density tests shall be made by the soil engineer for approx- imately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. The location of the tests in plan shall be spaced to give the best possible coverage and shall be taken no farther than 100 feet apart. Tests shall be taken on corner and terrac.e lots for •each two feet in elevation gain. The soil engineer may take additional tests as considered necessary to check on the uniform- ity of compaction. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill. shall be spread until the field density tests indicate that the specified density has been obtained. The fill operation shall be continued in six inch (611 ) compacted layers, as specified above, until the fill has been brought to the fin- ished slopes and grades as shown on the accepted plans. SUPERVISION: Supervision by the soil engin'eer shall be made during the filling and compacting operations so that he can certify that the fill was made in accordance with accepted specifications. The specifications and soil testing of subgrade, subbase, and base materials for roads, or other public property shall be done in accordance with specifications of the governing agency. SEASONAL LIMITS: No fill material shall be placed, spread, or rolled during unfavorable weather. conditions. When the work is interrupted by heavy rain, grading shall not be resumed until field tests by the soil engineer indicate that the moisture content and density of the fill are as previously specified. In the event that, in the opinion of the engineer, soils unsatisfactory .as foundation material are encountered, they shall not be incorporated in the grading and disposition will be made at the engineer's discretion. rA SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. —3— I! UNIFIED SOIL CLASSIFICATION CHART IDENTIFYING GROUP SOIL CRITERIA SYMBOL DESCRIPTION I. COARSE GRAINED (moreh% #200 sieve) GRAVELS GW (More than 50 #4 sieve but smaller than 3 inches) GP Non Plastic GRAVEL, well graded gravel— sand mixture, little or no fines. GRAVEL, poorly graded gravel- sand mixture, little or no fines. GM GRAVEL, SILTY, poorly graded gravel—sand—silt mixtures GC GRAVEL, CLAYEY, poorly graded gravel—sand—clay mixture. SANDS (More than 50 smaller SW SAND, well graded, gravelly than #4 sieve) sands, littleor no fines. SP SAND, poorly graded, gravelly sands, little or no fines. Non Plastic Sm SAND, SILTY, poorly graded sand—silt mixtures.. SC SAND, CLAYEY, poorly graded sand—clay mixtures. FINE GRAINED (more than 50 smaller ML SILT, INORGANIC, silt and fine than #200 sieve) sand, sandy silt or clayey— silt—sand mixtures with slight - plasticity. Liquid Limit CL CLAY, INORGANIC, clays of low to less than 50 medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. OL SILT, ORGANIC, silts and or- ganic silt—clays of low plasticity. mi-i SILT, INORGANIC, silts micaceous or dictomaceous fine sandy or Li.quid Limit silty soils, elastic silts.. greater than 50 CH CLAY, INORGANIC, clays of med- ium to high plasticity, fat clays. OH . CLAY, ORGANIC, clays of medium to high plasticity. HIGHLY ORGANIC SOILS ,.... PT PEAT, other highly organic swamp soils. SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 10,000 2,38L1 32,784 30,720 10,000 9,440 19,440 8,666 WATTS 365.27 AMPS GIVENS ELECTRIC 42 NICKMAN ST. CHULA VISTA, CA., 92011 LOAD CALCULATIONS FOR APARTMENTS AT 2669 MADISON AVE., SBAD, CA. 1. LIGHTING LOAD FIRST 3,000 WATTS AT 100% Other 4,920 WATTS AT 35% Total Lighting load RECEPTICLE LOAD FIRST 10,000 WATTS AT 100% OTHER 58,960 WATTS AT kO% Total Recepticle load RANGE LOAD 12 8 KW RANGES X 32% DEMAND FACTOR k. HEATING LOAD FIRST 10,000 WATTS AT'100% OTHER 23,600 WATTS AT .40%- TOTAL HEATING LOAD TOTAL CALCULATED LOAD 3,000 1,722 4,722 KENNETH L. GIVENS (OWNER) STATE LICENSE #2761+12 / LINE, 240 Volts, 1 Phase, 60 Hertz Two parallel 4/0 Aluminum Service Wi±e. GROUND WIR ,1 I Fused Disconnect #2 Solid Copper J j 44,000 AIC Rated Fuses CIRCUIT BREAKERS FOR EACH METER TYPICAL OF SIX UNITS TO BE 100 AMP 2 POLE, 10,000 1 Range circuit #8 AIC RATED. 2 Heat circuits #14 -. 2 Appliance #12 FEEDER CONDUCTORS FOR EACH PANEL 1 Lighting #14 TO BE #2-3 SEP ALUMINUM 1 Recepticle #14 WITH GROUND 1 'Refrigerator #14 1 5 7 TYPICAL OF SIX UNITS 1 Range Circuit #8 1 Heat circuit #14 8 2 Appliance #12 1 Lighting #114 1 etèpticle #14 9 1 Refrigerator #14 - 1•0 11 1? HOUSE PANEL 2 Washer Circuits #12 1 Gas Dryer - #12-- 13 2Public lighting #114 .NNETH L. GIVENS (OWNER) GIVENS ELECTRIC 14.42 NICKMAN ST. CHULA VISTA, CA., 92011 STATE LICENSE #276412 4iJJ cUJ. V70