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Home My WebLink About1945 CASSIA RD; BLDG 5; CB032993; Permit04-08-2004 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 04/08/2004 # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB032993 Building Inspection Request Line (760) 602-2725 1945 CASSIA RDCBAD RESDNTL Sub Type: APT 2150201300 Lot#: 0 $920,424.00 Construction Type: V1 Reference #: A9804388 10 Structure Type: MF5+ 26 Bathrooms: 20 MANZANITA APTS-BLDG 5-10 UNIT 11,498 SF, 1128 SF DECK.UNITS 100-103,200-203,300-301 Status: ISSUED Applied: 10/30/2003 Entered By: RMA Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: 04/08/2004 PC030036 Applicant: MANZANITA PARTNERS L L C ATTN: KIM ROTH 1764 SAN DIEGO AVE SAN DIEGO CA 92110 Owner: MANZANITA PARTNERS L L C ATTN: KIM ROTH 1764 SAN DIEGO AVE SAN DIEGO CA 92110 9588 04/08/04 0002 01 02 CGP 116061-15 Building Permit Add'l Building Permit Fee Plan Check Add'l 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'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $2,877.37 Meter Size $0.00 Add'l Reel. Water Con. Fee $1,870.29 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $92.04 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) $59,400.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing InLieu Fee Housing Credit Fee $0.00 Master Drainage Fee $0.00 Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $18,787.73 $16,751.72 $0.00 $0.00 $0.00 $3,840.00 $0.00 $0.00 $954.00 $810.00 $378.00 $0.00 $0.00 $0.00 $0.00 $10,300.00 $0.00 $116,061.15 Total Fees: $116,061.15 Total Payments To Date:$0.00'Balance Due: $116,061.15 Inspector: FINAL APPROVAL Date: <f-~?Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You 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 forth 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, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. Cliyaf Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite ! Plan Check*: Permit *: CB032993 Project Name: MANZANITA APTS-BLDG 5-10 UNIT 11,498 SF, 1128 SF DECK.UNITS 100-103,200-203,300-3 Address: 1945CASSIARD Lot: Contact Person: GABRIEL Phone: 6197267591 Sewer Dist: CA Water Dist: CA Date: 03/18/2005 Permit Type: RESDNTL Sub Type: APT Inspected? Bv: AJ£/A«C_ / IInspected Bv: Inspected By: Date Inspected: Date Inspected: Date Inspected: zJt^/fiSr-» /Approved: ^" Approved: Approved: ^ Disapproved: Disapproved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 04/05/2005 Permit* CB032993 Title: MANZANITA APTS-BLDG 5-10 UNIT Description: 11,498 SF, 1128 SF DECK,UNITS 100-103,200-203,300-301 Inspector Assignment: RB Type: RESDNTL Sub Type: APT Job Address: 1945 CASSIA RD Suite: Lot 0 Location: APPLICANT MANZANITA PARTNERS L L C Owner: Remarks: Phone: 6197267591 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment ft£ Requested By: GABRIEL Entered By: CHRISTINE Associated PCRs/CVs Inspection History Date 03/21/2005 03/18/2005 03/10/2005 03/08/2005 01/31/2005 12/16/2004 12/15/2004 12/09/2004 12/06/2004 11/23/2004 11/22/2004 11/19/2004 1 1/04/2004 11/04/2004 11/04/2004 11/03/2004 Description 89 89 39 39 31 23 23 17 17 44 44 16 14 18 34 14 Final Combo Final Combo Final Electrical Final Electrical Underground/Conduit-Wiring Gas/Test/Repairs Gas/Test/Repairs Interior Lath/Drywall Interior Lath/Drywall Rough/Ducts/Dampers Rough/Ducts/Dampers Insulation Frame/Steel/Bolting/Welding Exterior Lath/Drywall Rough Electric Frame/Steel/Bolting/Welding Act PA CO AP NR CO AP CO CA AP AP CA AP AP AP AP NS Insp RB RB RB RB RB RB RB RB RB PC BN PD RB RB RB RB Comments partial c of o - nd safety glass @ stairs EMR COVERED W/OUT INSP AP ON 12/6/2004 CHRISTIAN WHEELER ENGINEERING COMPRKSSIVE STRENGTH TEST RESULTS Job Name: Job Address: Contractor: Subcontractor: Manzanita Apartments 1945 Cassia Rd. ConAm Properties Ben Smith Job #: Permit* Architect: Engineer: 203.935 CB032993 Plan File #: I Jorowitz/Taylor/Kashkaki Test Location: Bldg. #5 Slab Req. Strength: 2500 psi Date Sampled: 6-8-04 Date Received: 6-9-04 Sampled by: GB Tested by: AC Sample Type: Concrete, 6" x 12" Supplier: Hanson Mixfr. 2533001 Admixture(s): Truck #: 429 Mix Temp: 70° Slump: 6" Win in Mixer: 80 Ticket*: 661825 Air Temp: 64° % Air: UnitWt: Sample # 41488 41489 41490 41491 Date Tested 6-15-04 6-22-04 7-6-04 7-6-04 Age (days) 7 14 28 56 Area (sq. inches) 28.274 28.274 28.274 28.274 Maximum Load (Ibs) 67,920 80,740 93,030 97,290 Comp. Strength (psi) 2,400 2,860 3,290 3,440 Failure Type The sampling, handling, curing and compressive strength testing were performed by Christian Wheeler Engineering in accordance with the applicable ASTM standards. No other warranties express or implied. Distribution: (1) Con-Am Properties (1) Supplier (l)Cirj' of Carlsbad Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 -f 858-496-9760 -f FAX 858-496-9758 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS CLIENT :fT DATE: TIME: JOB NO. PROJECT NAME: 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. *7tT' ^.'-O ^ , dated %/2 W*/ '* (Jarejftare -wart) applicable to the conditions observed. Foundation Plans hy flo-ow •+•£ \ & v / OB» t HatpH 11--/v' > °3 were used as a reference for our observations. &ID --TtLr- •J 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 ^ M99CS001128M 1/00 MAIMITOU ENGINEERING COIS/IFVXIMV PLANNING • CIVIL ENGINEERING • SURVEYING June 2, 2004 Gene Roper Project Manager Manzanita Apartments 1901 Cassia Road Carlsbad, CA 92009 Dear Mr. Roper, Manitou's surveyors located the forms for building #5 at 1945 Cassia Road shown as building #2-104b on the Grading Plan for Project No.SDP 98-19, DWG 389-9A, approved by the City of Carlsbad Engineering and Planning Departments on September 23, 2003. The forms were located on May 28, 2004. The location of the forms is in substantial conformance with the horizontal location shown on the above Grading Plan, DWG 3 89-9A. The finish floor elevation shown on the construction changed Grading Plan is 323.27 above Mean Sea Level and the elevation of the forms was measured at 323.26 feet above Mean Sea Level. Please call if you have any questions concerning the information above. Thank you for requesting Manitou Engineering Company to assist you with the Manzanita Project. Sincerely, Francis W. Fitzpatrick, PLS 4539 350 WEST NINTH AVENUE • SUITE B • ESCONDIDO, CALIFORNIA 92025 • (760) 741 -9921 • FAX (760) 745-7487 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS CUENT: TIME: JOB NO. PROJECT NAME * A : // YV-/W: / "C f\ 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. report of the foundation investigation, Job No. tion recom , dated not) applicable, to the conditions observed. Foundation Plans hy were used as a reference for our observations. NOTE: 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 oc-implied. /•' .- /"'•' BY: /''./'/ _ 7420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 ^ M99CS001128M 1/00