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Home My WebLink About1901 CASSIA RD; ; CB032614; Permit04-0'8-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB032614 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1901 CASSIA RDCBAD COMMIND Sub Type: COMM 2150201300 Lot#: 0 Status: $634,415.00 Construction Type: NEW Applied: Reference #: A9804388 MANZANITA APTS-25 CARPORTS Plan Approved: W/104 SPACE-20,456 SF & 9 GARAGES-49 SPACES-13,353 SF Issued: Inspect Area: Plan Check#: Applicant: Owner: MANZANITA PARTNERS L L C MANZANITA PARTNERS L L C ATTN: KIM ROTH ATTN: KIM ROTH 1764 SAN DIEGO AVE 1764 SAN DIEGO AVE SAN DIEGO CA 92110 SAN DIEGO CA 92110 ISSUED 07/28/2003 Entered By: RMA 04/08/2004 04/08/2004 PC030036 9588 04/08/04 0002 01 02 CGP 15215.58 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $2,130.91 Meter Size $0.00 Addl Reel. Water Con. Fee $1,385.09 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $133.23 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $11,546.35 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $15,215.58 Total Fees: $15,215.58 Total Payments To Date:$0.00 Balance Due: $15,215.58 S!GNATURE city •reinstall Final Building Inspection Dept: Building Engineering Planning CMWD Sf Lite^Fire Plan Check*: Permit*: Project Name: PC030036 CB032614 MANZANITA APTS-25 CARPORTS W/104 SPACE-20,456 SF & 9 GARAGES-49 Address: Contact Person: Sewer Dist: Inspected Bv: Inspected Bv: Inspected Bv: Comments: 1901 CASSIA RD GABRIEL CA Phone: 6197267591 Water Dist: CA Date Inspected: Date Inspected: Date Inspected: *£*L ^L ^ Date: Permit Type: Sub Type: SPACES-13, Lot: 0 Approved: Approved: Approved: fcl /MlS^ftJ * 01/13/2005 COMMIND COMM Disapproved: Disapproved: Disapproved: £#*-/ v City of Carlsbad Bldg Inspection Request For: 07/14/2005 Permit* CB032614 Title: MANZANITA APTS-25 CARPORTS Inspector Assignment: RB Description: W/104 SPACE-20,456 SF & 9 GARAGES-49 SPACES-13,353 SF Type:COMMIND Sub Type: COMM Job Address: 1901 CASSIA RD Suite: Lot 0 Location: APPLICANT MANZANITA PARTNERS L L C Owner: Remarks: Phone: Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: GAB Entered By: CW Act Comment Af Associated PCRs/CVs PCR041 13 ISSUED MANZANITA APTS-TRUSS-DEFERRED; SUBM1TTAL Date 06/07/2005 06/06/2005 02/28/2005 02/28/2005 02/28/2005 02/23/2005 02/22/2005 02/03/2005 02/03/2005 01/31/2005 01/19/2005 01/18/2005 01/18/2005 01/13/2005 01/13/2005 01/13/2005 Inspection History Description 89 89 16 39 44 17 17 17 18 18 89 13 14 19 29 39 Final Combo Final Combo Insulation Final Electrical Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Final Combo Shear Panels/HD's Frame/Steel/Bolting/Welding Final Structural Final Plumbing Final Electrical Act PA CA we we we AP NS we AP NR NR AP AP PA we PA Insp RB PD RB RB RB RB RB RB RB RB RB RB RB PD PD PD Comments OK EAST OF BLDG 6 & S. OF 6, N OF 9 COMPLETED COMPLETED ON PARTIAL FINAL COMPLETE OK ON GARAGES N AND E OF BLDG 3 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS CLIENT : PROJECT NAME: DATE: TIME: 12'. JOB NO. 9ST- 73 5" 6, PROJECT ADDRESS: D 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 presented in the report of the foundation investigation, Job No. *??C- ?3^k , dated %127/Qft" —not) applicable to the conditions observed. Foundation Plans hy 4-4 dated tofr /° '3 were used as a reference for our observations. }/3 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. •V: 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: TIME: CLIENT : (JOB NO. PROJECT NAME: PROJECT ADDRESS: l^Ot J! D ' 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 presented jn the report of the foundation investigation, Job No. no-T35k dated -rret) applicable, to the conditions observed. Foundation Plans hy dated 1*^ |ftf & ^ were used as a reference for our observations. 3"J-3- 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. 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 ^ GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: TIME: CLIENT : PROJECT NAME: JOB NO.735% ,. -k~ Ai PROJECT ADDRESS:C 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 presented.^ the report of the foundation investigation, Job NO.HO" """dated S-/Z?7(/y -rrot) applicable to the conditions observed. Foundation Plans dated _ iQ f^" / g-5 _ were used as a reference for our observations. TAVLQg. t!f-J <o NOTE: 1.The observations reported above do not constitute an approval of foundation location, footing size or depth, reinforcement, or foundation design. Loose, soft, or disturbed soils must be removed prior to placement of reinforcement or concrete. 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. 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 QOM i inn GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: TIME: Z-' CLIENT: PROJECT NAME: JOB NO. f/r-7.%T4 /TrTS. PROJECT ADDRESS: \cjO\ (Ltf^ZtA R>D 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 presentedjn the report of the foundation investigation, Job No. ^fr' ?55<g» dated Z^ m/<», not) applicable to the conditions observed. Foundation Plans by HatpH Io/y/o3 were used as a reference for our observations. D Mf , J" J 4_( ,4 I | y, r ^ *£~*. ^ v. 1 ^\ .'jw^ *.'"*• J«L< J r r buJ^ -,, c,r ,.. 4r,, 4.-J ,.r "^ /?.r /T^ S,,J ,/ -C^ -y 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. 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 ^ GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: CLIENT : PROJECT NAME: TIME: 12.' 36 JOB NO. 9/T- ApH. 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 presentedMn the report of the foundation investigation, Job No.^ijr- 7J!>6> , dated <SJ2.'2(C<8' -wet) applicable to the conditions observed. Foundation Plans hy H °€ o^It f. - dated <o/ ^f0 "? were used as a reference for our observations. '» It 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. BY: 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 ^ GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: TIME: /2..'% CLIENT: LOM - /4/M JOB NO. Y^ 7551 PROJECT NAME: Mt-WZ . 4/3 K- 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 present report of the foundation investigation, Job No. CK" T^5^> , dated g/2? Trot) applicable to the conditions observed. Foundation Plans hy Hflg^y-'XT? " TVw- dated _ lo/% /^3 _ were used as a reference for our observations. O" <_>^r \A*~rc*c**^ r^or r** >•>£• pt^ct £T 3- 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. BY: 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS CLIENT :A DATE: TIME:12' JOB NO. PROJECT NAME: 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 presented in the report of the foundation investigation, Job No. *?%- ' 3>5(& . dated f (2.7 fa's $ar&/(a*e -rrot) applicable to the conditions observed. Foundation Plans hy {.(r-.p/mTT-^ Txayt>-.? 7 HatpH /Q/fc/£Z were used as a reference for our observations. NOTE: 1. The observations reported above do not constitute an approval of foundation location, footing size or depth, reinforcement, or foundation design. Loose, soft, or disturbed soils must be removed prior to placement of reinforcement or concrete. The opinions and recommendations presented in this report were based upon our observa- tions and are presented in accordance with generally accepted professional engineering practice. We make no other warranty, either express or implied. 2. 3. BY: 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 ^ M99CS00112BM 1/00 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: CLIENT : ( L>y\ - AT] TIME: <Z'. 30 JOB NO. ?g- 7 3>$~ fc PROJECT NAME:: / '£* \A 7 PROJECT ADDRESS:?J d- kjc> 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 presented in the report of the foundation investigation, Job No. ^fr- 7 *xb C? . dated %/?"?r?fr' ([are)/(are .-wet) applicable to the conditions observed. Foundation Plans hy Hc.^cit.oTT» - T^y dated /< , I ft I to?-- were used as a reference for our observations. /6 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. 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 ~=> M99CS001128M 1/00 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: Z*-/ /OH TIME: \2: CLIENT : (_£)l^- frftM JOB NO. PROJECT NAME: rU<U2 PROJECT ADDRESS:C 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 drilled friction piles listed below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. 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 values 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 presented in the report of the foundation investigation, Job No. ^o' T^>S^ . dated o/2-7r?y (jarey/fare -net) applicable, to the conditions observed. Foundation Plans by JJ dated Ii>f£o3 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. // 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 ^ M99CS001128M 1/00 *