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Home My WebLink About1371 SAPPHIRE DR; ; CB072744; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-17-2008 Residential Permit Permit No: CB072744 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 1371 SAPPHIRE DR CBAD RESDNTL Sub Type: SFD Status: Lot#: 7 Applied: Valuation: 2122500700 $406,119.00 Construction Type: VN CT020007 Entered By: Occupancy Group: 11/14/2007 # Dwelling Units: Reference #: Structure Type: SFD Issued: Bedrooms: 3 Bathrooms: 3.5 Inspect Area: Project Title: EMERALD POINTE-PHS 2-PLN 1AL T1 Orig PC#: 3777 SF,661 SF GAR,161 SF DECK,67 SF PORCH Plan Check#: Applicant: SADDLEVIEW LL C 16461 SHERMAN WAY #350 VAN NUYS CA 91406 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD#2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $1,627.77 $0.00 $1,058.05 $0.00 $0.00 $40.61 $5,728.00 $0.00 $0.00 $0.00 $0.00 $14,590.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,423.00 D5/8 $0.00 $0.00 Owner: SADDLEVIEW LL C 16461 SHERMAN WAY #350 VAN NUYS CA 91406 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF {3105540) PFF {4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing lnlieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES ISSUED 10/30/2007 RMA Plan Approved: 11/14/2007 MC PC050110 PCR07178 $0.00 $160.00 $4,492.00 $2,064.71 $7,391 37 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $182.00 $60.00 $46.00 $0.00 $0.00 $6,428.58 $0.00 $1,058.00 $0.00 $49,100.09 Total Fees: $49,100.09 Total Payments To Date: $49,100.09 Balance Due: $0.00 lnspecto · Clearance: \I• 14,.Df;, approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.• Y have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set f rth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their Imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, ~or planni~g, zoning, gradin~ or other sim!lar application processing ~r service fees _in coMection with this project. NOR_ DOES IT APPLY to_ any City of Carlsbad Bldg Inspection Request For: 11/14/2008 Permit# CB072744 Inspector Assignment: MC Title: EMERALD POINTE-PHS 2-PLN 1AL T1 Description: 3777 SF,661 SF GAR,161 SF DECK,67 SF PORCH PLAN (1 ALT 1 )-REVISED-SEE PCR07178 Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 1371 SAPPHIRE DR Lot: APPLICANT SADDLEVIEW L L C Owner: SADDLEVIEW L L C Remarks: P M PLEASE 7 --- Phone: Inspector: ----- Total Time: Requested By: JEFF NORTON Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# PC050110 PCR07024 ISSUED EMERALD POINTE-REVISE TRUSS'S; PCR07150 ISSUED EMERALD ESTATES-REVISE PLAN 2; INCLUDING LOT 12 RETROFIT CHANGES PCR07178 ISSUED EMERLD POINTE-REVISE ALL PLN I; PERl'fl,ITS FOR LOTS 1,2,7&8 (REMAINING L01 Inspection History Date Description 10/22/2008 39 Final Electrical 08/08/2008 82 Drywall/Ext Lath/Gas Test 08/05/2008 16 Insulation 08/04/2008 14 Frame/Steel/Bolting/Welding 08/04/2008 24 Roughfropout 08/04/2008 27 Shower Pan/Roman Tubs 08/04/2008 44 Rough/Ducts/Dampers 07/28/2008 14 Frame/Steel/Bolting/Welding 07/28/2008 16 Insulation 07/28/2008 24 Roughfropout 07/28/2008 34 Rough Electric Act lnsp AP MC AP PY AP MC AP MC AP MC AP MC AP MC PA MC PA MC WC MC WC MC Comments EMR ONLY, OK TO RELEASE METER MADE TWO STOPS ABS@ E. & S. GALLERY INT. E. & S. GALLERY INT. SHEAR WALLS ONLY SHEAR WALLS, ONLY City of Carlsbad Bldg Inspection Request For: 10/22/2008 Permit# CB072744 Inspector Assignment MC ---Title: EMERALD POINTE-PHS 2-PLN 1AL T1 Description: 3777 SF,661 SF GAR,161 SF DECK,67 SF PORCH PLAN (1 ALT 1)-REVISED-SEE PCR07178 Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 1371 SAPPHIRE DR Lot: APPLICANT SAODLEVIEW L L C Owner: SADDLEVIEW L L C Remarks: EMR -am please Total Time: CD Description 39 Final Electrical ·--------··· ··---- 7 Act Comments Phone: 6199484962 Inspector: ('A: t,.. Requested By: JEFF NORTON Entered By: CHRISTINE ~ 6t:"t(2.. O~t,_.~ ~ Oi.1-j"b ~~~'54;i ~ --M~ .. --~~-~-----~ Comments/Notices/Holds Associated PCRs/CVs Original PC# PC050110 PCR07024 ISSUED _EMERALD POINTE-REVISE TRUSS'S: PCR07150 ISSUED EMERALD ESTATES-REVISE PLAN 2; INCLUDING LOT 12 RETROFIT CHANGES PCR07178 ISSUED EMERLD POINTE-REVISE ALL PLN I; PERMITS FOR LOTS I,2,7&8 (REMAINING LOl lnsgection Histort Date Description Act lnsp Comments 08/08/2008 82 Drywall/Ext Lath/Gas Test AP PY 08/05/2008 16 Insulation AP MC MADE TWO STOPS 08/04/2008 14 Frame/Steel/Bolting/Welding AP MC 08/04/2008 24 Rough/Topout AP MC 08/04/2008 27 Shower Pan/Roman Tubs AP MC 08/04/2008 44 Rough/Ducts/Dampers AP MC 07/28/2008 14 Frame/Steel/Bolting/Welding PA MC ABS @ E. & S. GALLERY INT. 07/28/2008 16 Insulation PA MC E. & S. GALLERY INT. SHEAR WALLS ONLY 07/28/2008 24 Rough/Topout we MC SHEAR WALLS, ONLY 07/28/2008 34 Rough Electric WC MC 07/28/2008 44 Rough/Ducts/Dampers WC MC 07/24/2008 13 Shear Panels/HD's AP MC 07/15/2008 15 Roof/Reroof AP MC MADE TWO STOPS, RE-CK ALL GABLE ENDS FOR FULL BEARING 06/05/2008 11 Ftg/Foundation/Plers AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS. SEE CARD FOR ADDITIONAL NOTES 06/05/2008 12 Steel/Bond Beam AP MC 06/05/2008 31 Underground/Conduit-Wiring AP MC UFERGRND OK ~ \o-U-0~ Chi 11 C11tsb1d ~--; Flnal 111111~~~,••:uen Dept: Building Englneerlng~MWD St Lite Fire Plan Check#: PCR07178 Date: 07/16/2008 Permit#: Project Name: Address: CB072744 EMERALD POINTE-PHS 2-PLN 1AL T1 3777 SF,661 SF GAR,161 SF DECK,67 SF PORCH 1371 SAPPHIRE DR Contact Person: JEFF NORTON Phone: 6199484962 Water Dist: CA Sewer Dist: CA Permit Type: RESDNTL Sub Type: SFD Lot: 7 I ... II I.'■■,■ Ill■--I■■•■■ 1111111111'111111'1 I I ■■• I 11 fl I IIIII I I I I I lal I II I I 1'111111111111111111 ■ ■ a■ll-111111111I1111,111111111111111 I 1111 I II I 1'111111111 ■ 1. 11 I I Ii 11111 • Inspected Date / 1--I 2..~0 ~ / By: MG Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ II 111111 I I 1111 ... I I I• 11111111111-111111. ■III I I II I l'I I lllltl 1111111111 I ti I I IIJII' 11111111111111111•■ ■ •••••• 11111 I' I■ I I•· I I ■■f,a ■ 11111111•It11111111111111111 I I I I 11111111 Comments: ______________________________ _ . ~ ;, so tL • U STUiG, INC SOUTHERN CALIFORNIA SOIL & TESTING, INC. 81912 62XORIVERDALESTREET, SAN DIEGO, CA 921 20 • Phone(619)280-4321 Fax (619)280-4717 83-740 CITRUS AVENUE, SUITE G. INDIO. CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE N0.·_ ..... 0""'-"6 .... l._2.....,_.Z-...:::t::::....;;;;.6 __ P.O. NO.·----------- C PL NC FIX PAGE / OF I FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING Q . C CONCRETE D ROOFING/ WATERPROOFING .@' P.T. CONCRETE / STRESS D EPOXY ANCHORS D H.S. BOLTING D ARCHITECT· LOCATION OF WORK INSPECTED· MATERIAL CLASSIFICATION DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 0 7(/0 UBC I hereby certify ihot I hove Inspected the above reported work. Unless nofed otherwise, the work Inspected is to the best of my knowledge In compliance wrth the approved plons, specifications and applicable sections of lhe governing building lows. Inspector Initials ~ DSA I hereby certify that I hove inspected the above reported work In accordance with the requirements of DSA approved documents, Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes: No· Inspector Initials: TIME DEPARTEDjf l e,, v REGISTRATION NO 7-9-·0t3 DATE SCS& 1 205 oev l/00 • s1c ST SOUTHERN CALIFORNIA SOIL & TESTING, INC. JOB NUMBER: 06IUZ?, JOBNAME: ~Id 11wt1~ PLAN NUMBER: / (1//; / PHASE: / ELONGATION CABLE DESIGN #Pf.lt.L-#Pil/L #7cJi4L #IJOTE:5 1 i---31-?~ --;Yi,, 2 _i'z.. -·-·3 1½_ ;1/4 ----!.f:'1' 4 t½ 5 ;ff_--/1/2----I K--!f/L--6 ---Z--7 /t/-z 1½_ t-- 11/£-1fl2-8 ·9 _d~ LI¼ )0 ---1 r,;, 41/4 - J 1 ..4~ -~----- /2 Lf'Fv' ~") /3 ..d!li1, 4?/4 {-4 _4-¼_ __ 4U ,__.... - /5 4}/4 '1}/4 /6 41/4 4* /7 .d ¾ 4~ /8 .d 1(f; J ,-5" -·----~~ /9 .d"l,1., ) J ¾ zo L.4.KI 4¼ 21 4 ?/q 4~ ~ z2 /½_ 1}7z Z-3 "5"~ )Y/1 >---:-'5'5M .~¼ 24 25 ~$1:j 5~ 2 6 -;;--5/Jf fi¼ 2 7 :5¾' ,J¼ 28 :'i-3/fJ ,€-¼ zg J½. ::;>~ -_2 0 1Yz. ..,, .:?I /z_. 3 1 ~~~ 3~ 3 2 ~5/4 ~U? 3 3 ,¼ -2>.ff1] 3 4 _j --?<,"{,( -2,%] _.2-t;,, I - .:,5 I ,~¥T ---_,, f/4 . - INSPECTOR: NOTES : DATE: ·7-9-08 GAUGE NUMBER: 2?ft"' /~ CALIBRATION: 6-C:008 GAUGE PRESSURE: ,7¢,5"4 ELONGATION CABLE DESIGN #/?vd #PuLL-- 116 '.")°~ J7 .,~- )8 f;-5/4 ) 9 ,.,->A, 40 -4¼ 4-1 4.¾ -42 4}/2 43 43~ 4 4 ?~ 45 /%1 46 7?,b t:[7 -::s - <'/8 -z.. 19 z fj.O 2... .5 1 ,s2 tt3 ~f 4 5,5 5'6 5 7 5'8 5'.9 60 61 £2 t -3 L 4 t;;.5 t 6 I.:, 7 6 8 (.,3 70 #--r;J7A i-#/\JdliS :55/4 _-2½ -5"5/il - -5¼ -4¾ 4-¼ L!,;:, 4h ,1~ ?~ Pih ~ "2 ,z_ -7_ ·- .. r ~l)IL l'-1 11: s l 1Mr; INC [ '·' u. _, ~-(..) z: c:: <!J i': ::, C "" Southern California Soil and Testing, Inc. 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 P.O . Box 600627, San Diego, CA 92160-0627 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983 Concrete (4x8) Compressive Strength Test Report File Number: 0612226 Project Title: Emerald Pointe Estates -PTCC Phase: 1 Project Location: 13-71 Saffhire Drive Architect: Bloodgood, Sharp and Buster Engineer: Davidson Reinforcing Permit No: B072744 Contractor: RWR Homes Location In Structure: Lot: 7 Northwest Quad Material Supplier: Superior Mix Designation: 8367p Admixture(s): n/a Time In Mixer: Air Content: (ASTM C173/C231) Air Temp: Truck Number: Samples Made By: (ASTM C31) Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 50 minutes 75 degrees F 010 MJB 0871066 LOT 7 6/6/2008 6/9/2008 6/16/2008 4.00 12.57 50610 4030 10 Days 4000 Plan File No: Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0871067 0871068 6/6/2008 6/6/2008 6/9/2008 6/9/2008 7/7/2008 7/7/2008 4.00 4.00 12.57 12.57 66880 67270 5320 5350 31 Days 31 Days 4000 4000 1 2 5.00 I 72 degrees F 117948 DH Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C39 standards. This agency makes no other warranties express or implied. Fracture Type: 1 -Reasonably well formed cones on both ends, less than 1 in. of cracking through caps; 2 -Well formed cone on one end. vertical cracks running through caps.no well defined cone on other end; 3 -Columnar vertical cracking through both ends, no well formed cones; 4 -Diagonal fracture with no cracking through ends; 5 -Side fracture at top or bottom (occur commonly with unbonded caps); 6 -Similar to type 5 but end of cylinder is pointed. Distribution: Reviewed By: (1) City of Carlsbad -Building Inspection Department (1) RWR Homes, Inc. -Brendan Farrelly Gordon T.M. Woodard RCE # 60481 • Southern California Soil and Testing, Inc . 6280 Riverdale Street. San Diego, CA 92120 (619) 280-4321 P.O. Box 600627, San Diego, CA 92160-0627 83-7 40 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)77 5-5983 Concrete (4x8) Compressive Strength Test Report File Number: 061 2226 Project Title: Emerald Pointe Estates -PTCC Phase: 1 Project Location: 371 apphire Drive Architect: Bloodgood Sharp and Buster Engineer: Davidson Reinforcing Permit No: CB072744 Contractor: RWR Location In Structure: Lot: 7 Garage Material Supplier: Superior Mix Designation: 8367p Admixture(s): n/a Time In Mixer: Air Content: (ASTM C1 73/C231) Air Temp: Truck Number: Samples Made By: (ASTM C31) Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength. psi Age Tested Required 28 Day Strength, psi Fracture Type 55 minutes 75 degrees F 572 MJB 0871069 LOT 7 #2 6/6/2008 6/9/2008 6/16/2008 4.00 12.57 45570 3630 10 Days 4000 Plan File No: Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0871070 0871071 6/6/2008 6/6/2008 6/9/2008 6/9/2008 7/7/2008 7/7/2008 4.00 4.00 12.57 12.57 63140 59520 5030 4740 31 Days 31 Days 4000 4000 2 2 5.00 I 76 degrees F 56394 DH Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C39 standards. This agency makes no other warranties express or implied. Fracture Type: 1 -Reasonably well formed cones on both ends, less than 1 in. of cracking through caps; 2 -Well formed cone on one end, vertical cracks running through caps.no well defined cone on other end; 3 -Columnar vertical cracking through both ends, no well formed cones; 4 -Diagonal fracture with no cracking through ends; 5 -Side fracture at top or bottom (occur commonly with unbonded caps); 6 -Similar to type 5 but end of cylinder is pointed. Distribution: Reviewed By: (1) City of Carlsbad -Building Inspection Department (1) RWR Homes, Inc. -Brendan Farrelly Gordon T.M. Woodard RCE # 60481 SOIL a UITING, INC SOUTHERN CALIFORNIA SOIL & TESTING, INC. 7877~ (,2.~0 RIVl:RDALF TRH:T .. A~ DIEGO, CA 91110 • Phone (619) 280--132 1 l·ax (61 ()) 1 0--1717 X l--10 (.Tl RU, AVI-UI:. S IT ·(~ INDIO. A 92201 • Phone (760) 775-59 3 Fa~ (760) 775-8362 SCS&T FILE N0.-_·'-"-'<&"¥/4-Z_,Z_'Z ..... ,...___ P.O. NO._· __________ _ C PL NC FIX PAGE I OF I FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY O WELDING O FIREPROOFING g' P.T. CONCRETE/ STRESS O EPOXV ANCHORS O H.S. BOLTING 0 AllCHIIECI MATHIIAL ClASSIFICATION. PHASE# I DSAFILE NO PERMIT NO. UBC I her by certify that I have Inspected the above reported work. Unless noted otherwise. the work inspected Is to the best of my knowtedge in compliance with the approved ptons, specifications and applicable sections of the governing building laws. 1nspec101 tnlllals -----------if 6 OSA I hereby cemfy that t have inspected the above reponed WOik In accordance with the requirements of DSA approved documents. Sampling and testing were conducted Ir occ01donce w, the requirements of he DSA approved documents. The work inspected complies with the DSA approved documents. Yes. __ No ___ Inspector lrntlots: DSAAPP NO QEGISTRATION NO ,6-6 -t)(j DATE SCS& I ?05 R[ I 2'06 PLANNING ENGINEERING SURVEYING HUNSAKER &ASSOCIATES S A N D I E G 0, I N C. iRviNE December 12, 2007 LOS ANGELES RIVERSIDE SAN DIEGO ARIZONA City of Carlsbad DAVE HAMMAR LEX WlLLIMAN ALISA VIALPANDO DAN SMITH RAY MARTIN CHUCK CATER 9707 Waples Street San Diego, CA 92121 (858) 558-4500 PH (858) 558-1414 FX www.HunsakerSD.com lnfo@HunsakerSD.com Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 Re: Building Form Setback Certification Emerald Pointe Estates Carlsbad Tract 02-07 Drawing No. 406-3A Lots: 1 through 2 and 7 through 8 Dear City Inspector: Please be advised the building foundation forms are in conformance with the precise grading plans as to horizontal and vertical location. The building setbacks were measured in relation to the property lines and were found to be in conformance with the approved precise grading plans for this property. Sincerely, Daniel P. Smith LS. 6854 Hunsaker & Associates San Diego, Inc. OM ko k 1:133il\2007\bll 7 .0oc W!l 2339-18 !2/1212007 l 2', PM GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVAT I ON OF FOUNDATI ONS DATE: G ( "3( t> M99CS001128M 1100 TIME: t-"\ CLIENT : __ B_c._s __ ?'-'--v--'-___.:..../_----i~i--------- PROJECT NAME: i: vv,....c.lf~l ~ P1 f JOB NO. "' -l '1, PROJECT ADDRESS: □ □ □ The footing excavations listed below were bottomed on material for which the bearing values recommended in the foundation report are applicable. The cast-in-place dri lled friction piles l isted below penetrated material for which the allowable supporting capacities recommended in the foundation report are app licable. The piles were excavated to diameters at least as large as specified and the excavations extended at least to the depths indicated on the Foundation Plans. The excavations for the cast-in-place belled piers listed below were bottomed on material for which the bearing va lues recommended in the foundation report are applicable. The excavations were at least as large as specified on the Foundation Plans. The driven piles listed below were observed to be driven to the specified lengths and/or driving resistances to obtain the supporting capacities recommended in the foundation report. Based upon observations, it is our opinion that the foundation recommendations report of the foundation investigation, Job No.'31 -1 i, , date_;:;;_d.-~-~----- not) appl icable to the conditions observed. Foundation Plans bY-~-~~--r---'-T----~"', dated • {, .. 'I{ ,c., were used as a reference for our observations. NOTE: 1. The observations reported above do not constitute an approval of foundation location, footing size or depth, reinforcement, or foundation design. 2. Loose, soft, or disturbed soils must be removed prior to placement of reinforcement or concrete. 3. The opinions and recommendations presented in this report were based upon our observa- tions and are presented in accordance with generally accepted professional engineering practice. We make no other warranty, either express or implied. • f I BY: __ __.\_( u_C-_______ _ 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 SOIL. a 111TUl0, INC SOUTHERN CALIFORNIA SOIL & TESTING, INC. 7 9 2 3 5 6280 RJVERDALE STREET, S DrEGO, CA 92 120 • Phoae (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVE~UE, SUITE G. INDIO. C 9220 I • Phone (760) 775-5983 Fax (760) 775-8362 / _ I 2 2 /. scS&T FILE No.-Ow 2!,J!. P.O. NO._· _______ _ C PL NC FIX PAGE Of\ FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY O WELDING O FIREPROOFING Q. c, CONCRETE D ROOFING/ WATERPROOFING ~CONCRETE/ STRESS D EPOXY ANCHORS □ H.S. BOLTING D -- D5A Fllf NO.: DSAAPP NO.: UBC I hereby certify that I have Inspected the obolle reported w(rt. Unless noted otherwise, the WOik Inspected Is to ne best of my knowledge In compliance wtth the approved plans. spec~leotions ond oppllc:! sec11ons of the governing building lows. lnspecror Initials ...L.G • 505~U5-q-v ~:=::=~~--+----_;;;;.-REGISTRATION NO, OSA I h01ebv certify 1hOt I have Inspected the obave reported work 1n accordance wtth the requirements of DSA opproveo documents. SOmpllng end testtng were conoucted In occorctonce with the requirements of the DSA oppioved documents. The work Inspected complies with the DSA approved documents. Yes: __ No: __ Inspector Initials: 17,)Jq /07 DAlE scsa.r 206 REV 2i06 4"'4&-1 GEOTECHNICAL EXPLORATION, INC . ~ ..-.IIP'~ SOIL & FOUNDATION ENGINEERING e ~ .-~-GROUNDWATER e ENGINEERING GEOLOGY __.. Job Name f'{\t'--A-Vo.l! pt ~' t_~.I Job# q1 -11'8'7 Date l~t~ "l:17 Project Locaffon: 0cv h ~.,.J cA.- - summary of Observations: r"t ~ t ~ l-~ <;.(r V\,'-u\ °)-\ vY-<-~ \ ,-t \ l "?. 1<f:> \-'\01.')""'"'-.>~ \5 ~ -· I\J. S..;, -!-c ~L... {c..'> t-5/ - '\ ----'-It.. 0'1-✓ ~ s.lr\... • '?.ct s ~~~--!u\M.. c.s-,,..._~ ::t. (1 -i.... , 1e1'J. ~ ,...~ ... "-,J-f.lJ'-el \.J .,,_.i._ V\~---r <;;"~~ c\ l ' Recommendation: r--.... fl - By: '-7\'(~rt Received by: 7420 Trade St. San Diego, CA 92121 • (858) 549-7222 • FAX: (858) 549-1604 •E-mail: geotech@ixpres.com