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HomeMy WebLinkAbout2469 IMPALA DR; ; CB930147; Permit10/04/93 13 42 B U I L D , X G I-'age 1 of i Joo Address- 2469 IMPALA DR Permit Type INDUSTRIAL BUILDING Pnrcel No 209-041-18-00 Valuation 186,099 ronctruction Type VN Occupancy Group p,-2 Reference Description 1176 SF OFF/4333 SF WAREHOUSE' PERMIT Suite +„. Permit No CB93i;i47 Project No A9 100212 Development Iv'o 4150 10/04/93 0001 01 02 C-PW 23732-71 Appl/Ownr BALDWIN, JIM 1561 NEPT'JNC AV LEUCADIA, CA 92024 619-4.36-6602 Statue IS3 ED Appl-i.ee 02/LV'J rr/Is3ue 10/04/93 Entered Bv• on * **Fees Required 24,282. /: 2 4,-2 8 .i ,71- Fee description >,.=•-rted & Credits Fees Adjustments r'''otal Fees Balance building Permit Plan. Check Strong Motion Fee Enter Number of EDU'^ - Enter F M.F /G M F. kn>; Enter "Y" to Autocall Enter Traffic Impact Fe Pass-Tnru Fees(Y/N) or" Payoff Fee for CFD * BUILDING TOTAL Enter "Y" for Plumbing I s sXj <4b /// < Sacn Plumbing Fixture or Trao\ -.U Each Building Sewer Each Install/Repair Water Line Each Water Heater and/or Vent Each Vacuair Bleaker * PLUMBING TOTAL Etter "V for Electric TSSUe Fee Three Phase Per AMP A- ELECTRICAL TOTAL /> ' > n_ > > > .:..:; I •. > ZiQ^'-.-' "' •'". .' • .•-'"" l"M55, 00 i95?\ - L \ "1 1 15 7 7 7 00 UO 00 00 00 Each Hood/Fireplace * KSCriAM.'CAL "OTAL 200 1 2 9 6 CO 50 00 550 00 ?3,732 71 Ext fee Data 944 00 614 00 39 00 3648 00 22U4 00 05 3387 OC Y 966 0 0 12221 71 24023 71 20 00 v 35 00 15.00 7 CO 1. 4 0 0 21 CO -L 1 2 , 0 0 1 0 00 Y ICO 00 1 •; 0 0 ••' 15 00 v 9 00 13.0 0 37 01) APPROVAL ^ / nmfl&W CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 City of Carlsbad Building Department 2075 Las PaImas Dr.. Carlsbad. CA 92009 (619) 438-1161 1 PERMIT 'I~YHK A - U Commercial U New Building U Tenant Improvement B - Erfndusmal B^ew Building D Tenant Improvement C - D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration D Duplex D Demolition D Relocation D Mobile Home D Electncal D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other 2. PROJECT INFORMATION PLAN CHECK NO. / j3 ^ / V / EST VAL_ PLAN CK'DI VALID BY. DATE 1163 02/1.1/93 0001 03 02 C-PRHT 550-00 FOR OFFICE USE ONLY Address L^c-j Buiiaing or auue NO Nearest Cross Street Q (^ \ Q Q ^-rPCJvn gfc,UU rie/N umber JDESCRIPTIONivision Name/Number CHECK BELOW lh SUBMI Q&2 Energy Calcs ! tL> Structural Calcs &S. Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL - om- \y EXISTING USE PROPOSED USE DESCRIFFION OF WORK SQ FT 3 UUNTAL'l' PERSON (it dillerent Irpm applicant) NAMFjJ \fi^ Q^fkL-OvXM ^ CITY L-€U (Lfkfc>\ N STATE C./X- 4 Al'I'UfJANI U (JUN 1 KAC 1 OK U AtitN I hOK NAME CITY STATE 5 PROPERTY OWNliR NAME . ., CHY STATE b CJUN'I'KAtmill. NAME '~>!^^ C- ADDRESS \ ^(O V i ZIP CODE £\ 5/5 ^ CON1KAC1OK Mf.lW ADDRESS ZIP CODE ADDRESS ZIP CODE ADDRESS IU €^to »J €. A»0 !\ DAY TELEPHONE ^*? NhK LJ AGtN I hOK OWN! DAY TELEPHONE DAY TELEPHONE fc_ )krk(oC\£L. M CITY STATE ZIP CODE STATE UC #324£_<O-LICENSE CLASS . DAY TELEPHONE CITY BUSINESS LIC # LJESIUNtR y SdfiftJMiJSfti^- STATE ZIP CODE Workers Compensation Declaration I hereby affirm that I have a certificate of consent to self-insure issued by the Director oi Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY Q. \TAtT\ <*) fJ Certilicate ot Exemption 1 certify that in the p POLICY NO TION DATE Exemption I certiiy that in the perlormance ol the work tor which this permit is issued, so as to become subject to the Workers' Compensation Laws of California shall not employ any person in any manner SIGNATURE DATE 8 OWNICR-HUIIJJl'Jt DhjULAKAnON Owner-Builder Declaration I hereby affirm that I am exempt from the Contractors License Law for the following reason I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale ) D D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I am exempt under Section Business and Professions Code for this reason (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 2550S<25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES BKNO Is the applicant or future building occupam: required to obtain a permit from the air pollution control distnct or air quality management distnct? D YES DTNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES CKNO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING HIE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 5 GUNSTHU(.;ri(JN IJCNUlNCi AGENCY I hereby attirm that there is a construction lending agency tor the pertormance ot the work tor which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS 10 APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSIIA An OSHA permit is required for excavations over S'O" deep and demolition or construction of structures over 3 stones in height Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code) APP ao DATE WHITE- File YELLOW: Applicant PINK. Finance DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB930147 PERMIT#: CB930147 PROJECT NAME: 1176 SF OFF/4333 SF WAREHOUSE WATER DATE: 07/07/94 PERMIT TYPE: INDUST ADDRESS: 2469 IMPALA DR CONTACT PERSON/ PHONE #: JIM/436-6602 SEWER DIST: WATER DIST: INSPECTED BY: DATE . INSPECTED: ~7-!2-<J*r APPROVED V INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: RECEIVED DEPT: BUILDING ENGINEERING FINAL BUILDING INSPECTION J PLANNING U/M PLAN CHECK*: CB930147 PERMIT*: CB930147 PROJECT NAME: 1176 SF OFF/4333 SF WAREHOUSE WATER DATE: 07/07/94 PERMIT TYPE: INDUST ADDRESS : CONTACT PERSON/ PHONE #: MW/JIM/436-6602 SEWER DIST: WATER DIST: INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED X DISAPPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE [PLANNIN_Gj U/M WATER CHECK#: CB930147 T#: CB930147 ECT NAME: 1176 SF OFF/4333 SF WAREHOUSE DATE: 07/07/94 PERMIT TYPE: INDUST ADDRESS: C2.4_69_ IMPALATDR—7 CONTACT PERSON/PHONE#: JIM/436-6602 — SEWER DIST: WATER DIST: INSPECTE BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: 7 ^APPROVED ' DISAPPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS: . t, I I FINAL BUILDING INSPECTION > i DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK*: CB930147 DATE: 07/07/94 PERMIT*: CB930147 PERMIT TYPE: INDUST PROJECT NAME: 1176 SF OFF/4333 SF WAREHOUSE ADDRESS: 2469 IMPALA DR CONTACT PERSON/PHONE#: JIM/436-6602 ! SEWER DIST: WATER DIST: INSPECTED /-} s>s-^ DATE v • BY: /yfyT INSPECTED: ~?-/£-?Y APPROVED V ; DISAPPROVED INSPECTED DATE BY INSPECTED. APPROVED ! DISAPPROVED INSPECTED DATE i BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: S-g/»- ~7g-/ »k CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB930147 FOR 07/07/94 DESCRIPTION: 1176 SF OFF/4333 SF WAREHOUSE TYPE: INDUST JOB ADDRESS: 2469 IMPALA DR APPLICANT: BALDWIN, JIM CONTRACTOR: OWNER: REMARKS: MW/JIM/436-6602 SPECIAL INSTRUCT: PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK* CB930147 OCC GRP B-2 CONSTR. TYPE VN STE: LOT: 619-436-6602 INSPECTO TOTAL TIME: —RELATED PERMITS — 19 29 39 49 PERMIT* CB911274 RW940022 SE930068 CB940318 TYPE COM ROW SWOW RETAIN STATUS EXPIRED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical f* ***** INSPECTION HISTORY ***** DATE DESCRIPTION 062994 Frame/Steel/Bolting/Welding 062994 Frame/Steel/Bolting/Welding 041294 Rough Electric 033194 Frame/Steel/Bolting/Welding 031494 Sewer/Water Service 031494 Interior Lath/Drywall 030294 Rough Combo 022494 Frame/Steel/Bolting/Welding 022494 Roof/Reroof 020394 Ftg/Foundation/Piers 012094 Grout 012094 Grout 121093 Grout 113093 Grout 111593 Grout 100593 Ftg/Foundation/Piers ACT CO CO AP CO AP AP AP PA AP AP AP AP AP AP PA AP INSP PD PD PD PD PD PD PD PD PD PD PY PY PY PD PD PD COMMENTS CEILING SLAB OK OK TO GROUT 5TH LIFT(FI GROUT OK TO GROUT 3RD LIFT 2ND LIFT CH&A CORPORATION 3467 Kurtz Street San Diego CA92110 (619)2259641 Job Ho Job Name Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA OOOOO CITY OF CARLSBAD BLDG INSPECTION DEPT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan Number A93212 Report No 13477 Date December 10, 1993 ENGINEER S FRAHKOM RCE CA37766 Permit CB930147 Application DATE OF INSPECTION 11/16/93 FIELD INSPECTION REPORT REINFORCED HASOHHY LOCATION OF WORK INSPECTED inspection required Per City Inspector samples made No special CONTRACTOR Leroy W Hosier Masonry MIX DESIGN NUMBER 665P CUBIC YARDS PLACED 10 0 DESIGN STRENGTH 2500 psi (grout) SET NUMBER 1 CYLINDERS PER SET 3 SLDHP INCHES 7 AIR PERCENT UNIT HEIGHT 64 TEMPERATURE °F 72 THE WORK DESCRIBED ABOVE HAS PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS INSPECTOR Guillermo Baez JOB HOURS 2 0 NUMBER 343 START TIME 6 30 STOP TIME 8 30 THIS REPORT DOES HOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES CH&A CORPORATION 3467 Kurtz Street San Diego CA92110 (619)2259641 Job Ho Job Name Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD BLDG INSPECTION DEFT 2075 LAS P ALMAS DRIVE CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan Number A93212 Report No 13587 Date December 21, 1993 ENGINEER S FRAHKOM RCE CA37766 Permit CB930147 Application FIELD INSPECTION REPORT REINFORCED MASONRY DATE OF IH8PKCTIOH 11/30/93 LOCATION OF WORK INSPECTED Grouting of concrete masonry unit walls, 4' to 8' above top of footings CONTRACTOR Leroy H Hosier Masonry SUPPLIER Superior Ready Mix - Escondido MIX DESIGN NUMBER 665P CUBIC YARDS PLACED 19 5 DESIGN STRENGTH 2500 psi PLACEMENT METHOD Pump ITEM Placement Reinforcing Steel Consolidation SET NUMBER 1 ACCEPT X X X REJECT CYLINDERS PER SET 3 NOTES SLUMP INCHES 8 3/4 AIR PERCENT UNIT HEIGHT 65 TEMPERATURE °F 75 THE WORK DESCRIBED ABOVE HAS PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS INSPECTOR Eric Checketts JOB HOURS 4 0 NUMBER 538 START TIME 1 00 STOP TIME 3 00 THIS REPORT DOES HOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES CH&A CORPORATION 3467 Kurtz Street San Diego CA92110 (619)225 9641 Job No Job Hame Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD BLDG INSPECTION DEFT 2075 LAS PALHAS DRIVE CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan Number A93212 Report No 13628 Date December 21, 1993 ENGINEER S FRAHKOH RCE CA37766 Permit CB930147 Application FIELD INSPECTION REPORT REINFORCED MASONRY DATE OF INSPECTION 12/13/93 LOCATION OF WORK INSPECTED Grouting of B' to 12'0" lift of concrete masonry unit walls CONTRACTOR Leroy Hosier Masonry SUPPLIER Superior MIX DESIGN NUMBER 665P CUBIC YARDS PLACED 19 0 BLOCK SIZE 8", 12" DESIGN STRENGTH 2500 psi PLACEMENT METHOD Pump ITEM Placement Reinforcing Steel Consolidation SET NUMBER B E 12/13 ACCEPT X X X REJECT CYLINDERS PER SET 3 NOTES SLUMP INCHES AIR PERCENT AMBIENT TEMP TEMPERATURE ~F THE WORK DESCRIBED ABOVE HAS PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS INSPECTOR Tom Woods JOB HOURS 4 0 NUMBER 377 START TIME 12 00 STOP TIME 3 30 THIS REPORT DOES HOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES CH&A CORPORATION 3467 Kurtz Street San Diego CA 92110 (619)2259641 Job Ho Job Name Address 01197600 BALDWIN ENGINEERING WAREHOUSE 2469 IMPLIA DR CARLSBAD, CA 00000 CITY OF CARLSBAD BLDG INSPECTION DEFT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 Distributed To J C BALDWIN COMPANY CITY OF CARLSBAD CH&A CORPORATION Plan Number A93212 Permit CB930147 Application Report No 117837 Date December 20, 1993 ENGINEER S FRANKHM RCE CA37766 MASONRY GROUT COMPRESSION TEST REPORT JOB NAME BALDWIN ENGINEERING WAREHOUSE LOCATION IN STRUCTDRE 1ST GROUT POUR TO 4'6" NORTHEAST CORNER OF BUILDING CAST DATE TIME OF DAY 11/16/93 SAMPLE S 04950 04951 04952 DESIGN PSI 2500 AGE 13 TEST 7 28 60 LOAD # 1 DIMENSIONS , INCHES 3 13X2 99 2 96X3 06 MIX DESIGN PLANT CODE AREA, SQ INCHES 9 36 9 06 665P 30 LOAD, LBS 24240 38330 COMPRESSIVE STRENGTH, PSI 2590 4230 DISCARD COMPLIANCE 28 DAY TEST COMPLIES WITH SPECIFICATIONS GROUP DELTA CONSULTANTS, INC. Engineers and Geologists Project Name Project Location Contractbr Equipment Working DATE DAILY FIELD REI*ORT REPORT NO SHEET OF .^ PEP,Project No Client 0>» C' Tract No Foreman Weather Approx Yardage moved Today Approx Yardage moved To Date Est Days to Completion SUMMARY OF WORK IN PROGRESS OR COMPLETED SPECIAL CONDITIONS /CORRECTIVE WORK REQUIRED V Qj-ee\vii;vg ^ all i4/l €,)<'CilXPL'T*g><t S Cs^ ' HOURS - Field Tech (Reg)(Overtime)Project Engr/Geol Mileage This field report presents a summary of observations and testing by Group Delta Consultants, Inc personnel Our work does not include supervision or direction of the actual work of the contractor, his employees or agents The contractor should be informed that neither the presence of our field representative nor the observation and testing by our firm shall excuse him in any way for defects discovered in/his /ork /Ip isjundersj^d that our firm will not be responsible for job or site safety on this project (WHITE) GDC Proj Eng ^ (GREEN) Client o" f &.» Designated Client Rep (YELLOW) Contrctr (PINK) Retain on Job_ (GOLDEN) 4455 Murphy Canyon Road, Suite 100, San Diego, CA 9Z1Z3 - (619) 573-1777 ESGIL CORPORATION 9320 CHtSAPEAKE DR , SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1-^68 FILS CO?Y C-EC< \0 f £•> ^ S - ^ 41 _ SI? TjJl _ DU?S (_j C T^e plars tra-s-itted ^erew^t-i -a\e r»eei corrected ,-rere -ecessary and s^ostantially cc-ply «i~-j t~e jurisciction' s r codes. _ The pla^s transmitted rerewi~i »ill s'i:os~a^tially cc-ply j _ j vitn u'-e jurisdictio-i1 s oailci-g codes vn=~ ->i->or deficie-:- cies identified _ are resolved and cnecXed oy ouildi^g cepartTienw s~aff. D Tra plar.s rransmtted nere^itn ~ave significant deficiencies identified on the enclosed cnec< lisu and srould oe corrected and resun^iuued for a co-nle-e rec-»ec<. D Tre crecX lisw transmitted here-i~a is for vo^r i^f or-a~icr. T.~e plars are being raid a^c Escil Corp. jntil corrected plars are suoniiuted for recnec<. D Tr.e applicant's copy of rne crec< lisr is erclosea for tne jurisdiction to return to the applicant contact person. (""] Tna applicant's copy of the chec< list ras been sent to: ^ Sscil staff did not advise tne applicant contact person that plan cnecjc has been completed. ( ] Escil staff did advise applicant tnat the plan chec'< nas been completed.Person contacted Date contacted: Telephone § Q REKARKS: Enclosures; .\V ESGIL CORPORATION i DGA Den ESGIL CORPORATION 9320 CHfeSAPEAKE DR , SUITE 208 SAN D1 EGO, CA 92123 (619) 56O-14«S 'PLIC^NT JURISDICTION*. _ ~L-\ C-ECX XO:7 C-:EC<ER FILE COPY jUPS PROJECT ADDRESS PROJECT N^JS:^ Tne plans transmitted herewitn nave oeen corrected vr.ere recessary and sucstantially co-nply «itn tre junsciction1 s Duilding codes. — The plans transmitted nere«iti ».ill s\:Dsta^tially comply I j witi tne jurisdiction's building codes wnen miror deficien- cies identified are resolved and chec<ed by building department staff. D Tre plans transmitted nerewitn have significant deficiencies identified on the enclosed check list and srould oe corrected and resuD^itted for a complete recreck. Tne cnec't list transmitted here*ira is for your information. Tne plans are being neld at Escil Corp. until corrected plans are submitted for recheck. D Tne applicant's copy of tne cnec< lisz is enclosed for z.ne 2\2risdiction to return to the applicant contact person. The applicant's copy of the chec< list has been sent to: Ssgil staff did not advise the applicant contact person that plan check has been completed. [] Escil staff did advise applicant that the plan check has r>eon /-"runnl a1re>A CoT-e/-\n rr\-n4- a /•*• &A •been comoleted. Person contacted: Date contacted: REMARKS: Teleohone § 3y: ESGIL CORPORATION^*/ QGA DCM Enclosures: 5 <v ir- U33 j "-PW*^ 1*1 Ac o* •&ft T£\A ryOTv ay ^su ^t» JORISDICHO(r:_ FLAN CHECK NOHBER: MECHANICAL, PLDKBING, ENERGY FLAN CORRECHOH SHEET DAZE: GLEN ADAMEK PLAN CHECKER: 7 J. & rw f ' i A) CL A3 sJj± A 6? ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE.f~l APPLICANT JURISDICTION. PLAN CHECK NO:SET CT> PROJECT ADDRESS. PROJECT NAME; JPLAN JFILE COPY QUPS QDESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with tne jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The cneck list transmitted herewith is for your information. Tne plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the cneck list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: L- e Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted- Date contacted: REMARKS: Telephone * By: ESGIL CORPORATION GA D CM Enclosures; FLAN CHECK NO. JURISDICTION: 5 -\m TO:fc> Q- \ A PROJECT DATA OCCUPANCY: BUILDING USE; o''V <-*- TYPE OF CONSTRUCTION; ACTUAL AREA; ALLOWABLE AREA; STORIES;" e. HEIGaE; SPRINKLERS:AJO OCCUPANT LOAD; REMARKS; PLAN CORRECTION SHEET GENERAL COMERCIAL Date plans received by jurisdiction ^ ) IV Date plans received by Esgil Corp a |\1^ Date initial plan check completed By Applicant contact person Tel FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled The plan check is based on regulations enforced by the Building Inspection Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level Code sections cited are based on the 1991 UBC The circled items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i e . plan sheet, specification, etc Be sure to enclose the marked up list when you submit the revised plans NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES BAVINS HO ITEMS NEEDING CORRECTIONS WERE DELETED. List No 22, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1991 UBC) / B. / / / PLANS Please make all corrections on the original tracings and submit two new sets of prints, to Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468 Please make all corrections on the original tracings and submit two new sets of prints, to The jurisdiction's building department GENERAL Provide the site address and a vicinity sketch on the Title Sheet Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation Please include the California license number, seal, date of license expiration and the date the plans are signed Business and Professions Code Show on the Title Sheet all buildings, structures, walls, etc included under this application ^Any portion of the proiect shown on the site plan that is not included with the buildingpermitapplicationfiledshouldbe" clearly ioenti±ieo as "not included" on tEe site plan or Title Sheet ,__& •puLn'tfTiblt..^ -T?»*k t*c*o*w<. . Mo?u»t<--e5>'K* tblte.it.dtU.- providea Building Code Data Legend on the Title Sheet Include the following code information for each building proposed Occupancy Group Description of Use Type of Construction Sprinklers Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C (if applicable) Justification to exceed allowable height or stories in Table 5-D (if applicable) Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained ic. i 1 i i 1 Indicate on the Title Sheet whether or not a grading permit is required for this project Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B Specify the uses of all rooms or areas SHE PLAN Provide a fully dimensioned site plan drawn to scale Show north arrow, property lines, easements, streets, existing and proposed buildings and structures Provide a statement on the site plan stating "All property lines, easements and buildings, both existing and proposed, are shown on this site plan" Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings Clearly designate any side yards used to justify increases in allowable area based on Section 506 Show on the site plan all proposed vails, retaining walls and fences Specify their heights on the plans Provide construction details if a part of this permit Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes Show dimensioned parking layout including any required disabled access spaces Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan AVb &WTT(T£>-JaTTT dtTTa.U 4 8/4/92 20/Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (When required by the soil report) 2M The foundation plan does not comply with the / following soil report recommendation(s) for this project 20^ 20/5 Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that 1 The building pad was prepared in accordance with the soils report, 2 The utility trenches have been properly backfilled and compacted, and 3 The foundation excavations comply with the intent of the soils report" Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect Chapter 29 Show height of all foundation walls Chapter 23 Show height of retained earth on all foundation walls Chapter 23 Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills Chapter 29 Note on the plans that wood shall be 6 inches above finish grade. Section 2907(a) 211. Note on plans that surface water will drain ' away from building and show drainage pattern and key elevations Section 2905 (f) 20; III Dimension foundations per Table 29-A Floors Thickness of Supported* Stemwall Width Depth Footing 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" ^Foundations may support a roof in addition to the floors Where only a roof is supported, use foundation for one floor f 216 For buildings adjacent to slopes steeper than 3 1, note on the plans "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent " Provide elevations on the site plan to show compliance Section 2907 (d) 5 Show foundation sills to be pressure treated, or equal Section 2516 (c) 3 v Show foundation bolt size and spacing Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan Section 2907 (f) ^ AJ5TL A-»ba)ts Is. "Are™ f~ As. L efcT 3> /M ^ «T 22^ 224 HM\+ Specify size, ICBO number and manufacturer of power driven pins and expansion anchors Show edge, end distance and spacing Section 306 "Show'slZfe^ embedment and Tttcation of hold down anchors on foundation plan Section 302(d) Note on the plans that hold down anchors must be tied in place prior to foundation inspection Show adequate footings under all bearing walls and shear walls Section 2907 (b) Show stepped footings for slopes steeper than 1 10 Section 2907 (c) Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders Section 2516 (c) 2 Show pier size, spacing and depth into undisturbed soil Table 29-A Show minimum under floor access of 18 inches by 24 inches Section 2516 (c) 2 Show minimum under floor ventilation equal to a 1 sq ft for each 150 sq ft of under floor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides Section 2516 (c) 6 I. MASONRY AMD CONCRETE Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a) Show ties, #9 wire in horizontal joints, etc Show height and construction details of all concrete and masonry walls Chapter 24 2fb 8/4/92 13 '227 \Show floor and roof connections to masonry walls Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater Cross grain tension or bending in wood ledgers is not permitted Section 2310 22£ / 2^2 foundation walls, below finish grade, where usable space exists on the interior side of the walls Section 1708 (d) 22/9 Show a minimum 2" air space and flashing ' between planter and building vails Section 2516 (c) 7 U. FRAMING 2ifl On the cover sheet of the plans, specify any ' items requiring special inspection, in a format similar to that shown below or sticky back REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code ITEM REQ IF REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER- SPECIFIED OTHER Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405 Section 2405(c) In seismic zones 3 or 4, if a structure is defined in Table 23-K as Occupancy Category I, II or III, note on the plans that "Structural observation by the engineer/architect shall be performed A statement in writing shall be given to the building official, stating that ^ , the site visits nave been made and whether or not any observed deficiencies have been corrected to conform to the approved plans and specifications" ( 233) Provide complete structural details on the \^_y plans v.ith cross referencing as needed to show the structural framing will comply with the design calculations-^and building code requirements Jit*- k?^otQ 234 Provide minimum structural specifications on ' the plans to show that all structural materials will comply with the design calculations and building code requirements Show wall bracing Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent Section 2517 (g) 3 Note cross bridging or blocking Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line Section 2506(h) Show blocking at end and at supports of floor joists, and for rafters at exterior walls Section 2517 (d) 3 Show solid blocking at ridge line and at exterior walls on trussed roofs Section 2506 (h), Section 2517 (h) Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists Section 2517 (d) 5 Show rafter ties Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel Section 2517 (h) 5 Show rafter purlin braces to be not less than 45 degrees to the horizontal Section 2517(h)6 242 ) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses (To ensure loading will be as designed) 236 2ttO 3 fjrt^t fonltnjou* ^V^H^ i (»35-dh 8/5/92 14 ¥ ¥ i r 25«f 243 Show or note fire blocks at the following 291 ' locations per Section 2516 (f) / a In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal, b At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, c In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished, d In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials, and e At openings between attic spaces and chimney chases for factory-built chimneys In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s f and no horizontal dimension exceeds 60 L F (if space has sprinklers, then 3,000 s f and 100 L F ) Section 2516(f) In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s f and no horizontal dimension exceeds 60 L F (if space has sprinklers, then 9,000 s f and 100 L F ) Section 2516(f) Show double top plate with minimum 48" lap splice Section 2517 (g) 2 Show nailing will be in compliance with Table 25-Q Show stud size and spacing Maximum allowable stud heights, bearing wall 2x4 and 2x6 max 10', non-bearing 2x4 max 14', 2 x 6 max 20' Table 25-R-3 Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o c Table 25-R-3 Note an A I I C Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation Section 2505 Detail all post to beam and post to footing connections and reference the detail to the plan Section 2516 (m) Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2513 Specify nail size and spacing for all shear walls, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios (Tables 25 I, J, K) and Section 4714 (d) Provide truss details and truss calculations for this project Specify on the plans the truss identification numbers Provide roof framing plan and floor framing plan Section 302 (d) Provide framing sections through Section 302 (d) 2Sif Specify all header sizes for opening over 41 / wide Section 2517 (g) 5 25y6 Provide calculations for main vertical and / horizontal framing members and post footings Section 302 (d) Provide calculations for lateral loads, shear panels, shear transfer and related Section 302 (a) 7 2^9 26] 26/1 262 In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-1 must be reduced 50% for earthquake loading This does not apply to wind loading Footnote 1 Show on the plans all structural requirements developed in the structural calculations Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used Section 2516 (c) 4 8/5/92 2/5 269T Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 Specify plywood grade and panel span rating Table 25-S-l Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue " Plywood used for exterior wall covering shall be the exterior type Section 2516 (g)3, 2516(i) When roof pitch is less than 3 12, design ridge as a beam Section 2517 (h) If foundation cripple wall studs are less than Ik", framing shall be solid blocking or the cripple studs sheathed with plywood Section 2517 (g) 4 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Section 2517 (g) 4 Ridges, hips, and valleys shall be at least one size larger than supported rafters Section 2517 (h) 3 270 I In open beam construction, provide strap ties across the beams at the ridge support Section 2501 (b) v J •— Cfore (I) } • O^w & _p> 35 - fc271 Note oil Ulti plans Cnat "an eatner-exposea / surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof" Section 1708 V. MISCELLANEOUS f Parking garages shall have an unobstructed headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similar construction Section 702 (b) Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan Section 705 (c) Guardrails i Shall be installed at all unenclosed floor and roof openings b Shall be installed at open and glazed sides of landings and ramps c Shall be installed at balconies or porches more than 30" above grade or floor below d Shall be installed on roofs used for other than service of the building e Shall have a height of 42" f Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 23-B g Openings between railings shall be less than 4" The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6" 278^ Provide platform and stage construction, ' including occupancy separations and roof vents, as per Chapter 39 Provide at least one drinking fountain for each floor level in Group A occupancies Section 605 27y6 Show that aisles and seats comply with Sections 3315 and 3316 y( 2«{ Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street The main entrance to the building shall be located on a public street or on the access way Section 603 Pedestrian walkway shall comply with Section 509 Note on the plans that suspended ceilings shall comply with UBC Tables 47-A and 23-P (282 jNote on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2 H & S Code, Section 17921 3(b) 8/5/92 16 W. TITLE 24 DISABLED ACCESS 28'3'Provide note and details on the plans to show compliance with the enclosed Disabled Access Check List Disabled access requirements may be more restrictive than the UBC r •>p.j£.09 X. ENERGY CONSERVATION Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance v>ith state regulations for energy conservation Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements" ADDmOKAL Please see additional corrections, or remarks, on the folloving page To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describle them and where they are located in the plans Have changes been made to the plans not resulting from this correction list' Please check Yes No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number "of 619/560-1468, to perform the plan check for your project If you have any questions regarding these plan check items, ^ please contact C* '' at Esgil Corporation Thank you Enclosures A \ ig' 8/5/92 17 JURISDICTION PLAN CHECK NO. DATE °13-V41 C BUILDING AREA, HEIGHT AND STORIES DATA SHEET TYPE OF CONSTRUCTION/ALLOWABLE AREA ANALYSIS Building Designation Type Construction Shown Number of Stories and Height Basic Allowable Area Increases For Multi-Stories For Yards Feet On Sides For Sprinklers Total Allowable Area Actual Area Total Area Separation Halls Over Area Over Height Over Stories Building Use Occupant Load Occupancy •3T-N! one/**' ft)00 " _ g&X)~~ z=s544 " Yes (NO) Yes No) Yes © Yes ^o) O^Vd»|O<u«V av *==>-*. Yes No Yes No Yes No Yes No >I>SJL- Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No DS987 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction C Plan Check No Cfc? 43-iMf References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code) Prefix "3" is for Part 3 (California Electrical Code) Prefix "5" is for Part 5 (California Plumbing Code) Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422 SITE DEVELOPMENT ( 1 J HANDICAPPED PARKING SPACES O* \-> hand-capped spaces Y Provide 2-7l02(b) Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own 2-7102(c) Parking space shall be a minimum of 9 ft x!8 ft vith adjacent marked 5 ft loading zone Double space shall be 23 ft. wide Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle 2-7102(c) Maximum slope of parking surface in any direction shall not exceed 1/4" per foot 2-7102(e) Parking space(s) shall be identified with the International Symbol of Accessibility on reflectonzed sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) nay be subject to tow-away. 2-7102(f) If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled shall also be covered. 2-7102(a) Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft 2 in to any structural member, duct or pipe 2-7l02(g) CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb (2- 7103(a)) b. Curb ramp shall be 48" mm. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7l03(d) c. A level 48" mm. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) f d If no landing is provided, the slope of flared sides shall not exceed 1 in 12 2-7103(d) Surface is to be slip contrasting finish sidewalk 2-7103(f) resistant and a from adjacent f Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides 2-7103(h) WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc 2-7101(a) b Walks sloping greater than must comply with ramp Sec 2-3307 2-3325(c) 555 (1 in 20) requirements of c. Walk width shall be 48" minimum, and shall have slip-resistant surfaces 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot 2-3325(a)3 Gratings possible are not 2-3325(b) allowed whenever f At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325 (e) g A 48"x44" deep level area is required when the gate swings away from the walk 2-3325(e) h A 24" clear space is required at strike side of gate or door 2-3325(e) PEDESTRIAN RAMPS A path of travel with a slope greater than 1 in 20 shall be considered a ramp 2-3307(a) b. The maximum slope shall be 1 in 12 2-3307(c 1) c. The width shall be 48" minimum A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more Group R Occupancies may be 36" when the occupant load is 50 or less 2- 3307(b 1) d The surface of ramps shall be slip- resistant 2-3307(g) e A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees) 2-3307(d 1) Landings are required at of ramps 2-3307(d 1) top and bottom g Bottom landing shall be minimum of 72" in the direction of travel Fig 2-33- 11A Top landing 2-3307(d 1) shall be 60" x 60" minimum i When door swings onto top landing, minimum depth of landing required is door width plus 42" 2-3307(d 1 ) j Top landing shall have 60" mm width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp 2-3307(d 1) k Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15 2- 3307(e 1) 1 Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned 2-3307(e 1) m Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e 1) n A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length 2-3307(h 1) SPECIAL ACCESS LIFTS a Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health 2-5107(a) b The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) b Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc 2-522(f) c Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into valks, corridors, etc 2-522(f) d Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12" 2-522(f) e Abrupt changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above valk surface 2-3326(a) ENTRANCES AND CTRCOLAHOK ( 7 ) ENTRANCES, DOORS, VESTIBULES AND CORRIDORS All primary entrances to buildings shall be accessible to the handicapped 2-3301(f) All required passage doors shall have 32" clear opening at 90 degrees (36" door) 2-3304(f) 1 At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement 2-3304(f) Threshold shall be no higher than 1/2" above the floor Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4" 3304(i lLor.rU (£) t^ 4—T-^^""^"1Exterior 1/4" per and ing may sTfope up to it in any direction for / surface drainage 2-413 Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8 5 Ibs for exterior doors and 5 Ibs for interior doors. 2-3304(c), 2- 3304(i 2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors 2-3304(i 3) Building entrance(s) shall be identified by sign with the International Symbol of Accessibility Show location on plan The symbol shall be a white figure on blue background 2-522(b) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile 2-3304(i 4) There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(i 1) &. Curb r6>~ 1 b Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space 2-511 l(a) c Provide a 28" clear space between vater closet and fixture or 32" clear space between water closet and wall 2-511 l(a) d A 48" long clear space is required in front of water closet A 60" clear space is required when the toilet compartment has a side door 2-511 l(a) e Water closet compartment door to provide 32" clear width for end entry and 34" clear, width for side entry Door to be self-closing 2-511 l(a) SINGLE ACCOMMODATION TOILEI FACILITIES a Water closet shall be located 28" from a fixture or 32" from a vail 2-511 l(a) b Minimum clear space in front of water closet shall be 48" 2-511 l(a) c In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet 2-511 l(a) 14 IGRAB BARS AT WATER CLOSET One at side 42" long extending 24" in front of water closet, one at rear 36" long centered on water closet, both mounted 33" above floor Where a tank- type toilet is used, grab bar may be as high as 36" 2-511 l(a) © / Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall 2-511 l(a) Bar fasteners and mounting support shall be able to withstand 250 Ibs /ft in bending, shear and tension 2-511 l(a) © ATER CLOSET Height of water closet seat shall be 17" to 19" above floor 5-1502 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 16 lURINALS (&\ Where urinals are provided, the run of at ^^ least one shall project 14" from the vail and be located 17" maximum above floor 5-1503(a) Y The force required to activate the flush valve shall be 5 Ibs. maximum and located 44" maximum above floor 5-1503(b) Provide 30" x 48" forward approach clear floor space for 2-511 l(b) ( 17 1LAVATORIES [cj Controls for the flush valves shall be ^-^ mounted on the wide side of toilet areas, no more than 44" above the floor 5-1502 ©The force required to activate controls shall be no greater than 5 pounds force. 5-1502 Provide 30" x 48" clear floor space for forward approach Said clear floor space may include knee and toe space under lavatory described below 2-511 l(b) ("b")b Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space) The maximum counter surface height should be 34" 5-1504(a) Hot water and drain pipes lavatories shall be insulated 5-1504(b) under Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs 5-1504(c) If self-closing valves are used, they shall remain open for at least 10 seconds 5-1504(c) ULEI ROOM ACCESSORIES aj Mirror bottom edge shall be located 40" maximum above floor 2-511 l(b) Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat 2-511 l(b) £>c") Operating parts of dispensing and disposal fixtures (towels, waste, com slots, etc ) shall be within 40" of floor 2-511 l(b) SANITARY FACILITIES IDENTIFICATION a On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for aen, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) BATHING FACILITIES a One such facility shall comply when provided for the public, clients or employees 2-511 l(a) b Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance 2-511 l(a) c Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec 2-511a-9, 5-1505 and 5-1506, i e , folding seat, flexible shower hose, etc GENERAL DRINKING FOUNTAIN a Drinking fountains shall be within alcoves The alcove shall be not less than 32" wide by 18" deep 2-511 l(c) b When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows (1 ) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2 ) Wing walls shall be provided on each side of the water fountain The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel Also, there shall be a minimum of 32 inches clear between the wing walls c Note on the plans that drinking fountain shall conform to requirements of Sec 2-Sllc and 5-1507 PUBLIC TELEPHONE a Provide space 30" x 48" for forward or parallel approach to telephone 2-511 l(d) b Note on the plans that public telephone shall conform to requirements of Sec 2-511 l(d) CAL REQUIREMENTS a) 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) ( 2k J PLUMBING REQUIREMENTS Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc , the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i e , use lever- operated, push-type, etc ) If self- closing valves are used, they shall remain open for at least 10 seconds GROUP A OCCUPANCY REQUIREMENTS 2/ AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC a Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance 2-611(b) b This structure requires wheelchair seating spaces In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices 2-611(b) c Each wheelchair space shall be 60" x 30" and level 2-611(b) d When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location 2-611(b) e This structure requires seats for semi-ambulant persons Clear leg space shall be at least 2-611(b) 24" f Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible 2-611(b) STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS a This structure requires wheelchair seating spaces In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices 2-611(c) b When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location 2-611(c) c Ticket booths must be accessible from both sides 2-611(c) d Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5 2-611(c) Date i Jurisdiction Prepared byt Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT _ BUILDING OCCUPANCY PHONE NO. DESIGNER PHONE — TYPE OF CONSTRUCTION CONTRACTOR PHONE — BUILDING PORTION cA\v^ ui>5.\reWavSt- Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA \\-\u H333 \\1te VALUATION MULTIPLIER *t V £b~ e s^ vT' - § e VALUE fr12if ^ \\^to5$ *~ <4o<=>-l~~i \ZL/a£('\ *~ Building Permit Fee $. Fee $ COMMENTS 3JT SHEET QJ OF (T) 12/87 City of Carlsbad Engineering Department DATE (8 BUILDING PLANCHECK CHECKLIST PLANCHECK NO lEMPQLflBUILDING ADDRESS PROJECT DESCRIPTION MEWl QFTfCE/W/?PE.WiSF ASSESSOR'S PARCEL NUMBER<^0°/}- O </-/'/£ EST VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build DENIAL Please see the attached report of deficiencies marked with^^iL Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review QQ-/EDELL Date (6PEB 95 • •- — "• ' fasa*' Date Date 'A/93 BY: ENGINEERING AUTHORIZATION TO ISSUE BUILDING PATI FOR OFFICAL USE ONLY v-> ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application d Improvement Checklist Q Future Improvement Agreement CONTACT PERSON NAME. ADDRESS. PHONE P \docs\chklst\bp0001 frm REV 6/5/92 2075 Las Palmas Dr - Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-O894 BUILDING PLAN CHECK CHECKLIST SITE PLAN 3rd\/ D D 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow D Property Lines Easements B Existing & Proposed Structures E Easements C Existing Street Improvements F Right-of-Way Width & Adjacent Streets D CH 2 Show on site plan A Drainage Patterns C Existing Topography B Existing & Proposed Slopes D CH d 3 Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure D D 4 Include note "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)" [PeM985UBC2907(d)5] ^ D On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5) 5 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION P \doc*\chkl«t\bp0001 frm Page 1 Of 4 REV 6/5/92 BUILDING PLAN CHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 2r>6V 3rd/ Ej Ltl 6 Project does not comply with the'KJllowing Engineering Conditions of approval for Project No SDP^I-4 **3k *^ T-fQ Conditions were complied with by _ Date Nl//} DEDICATION REQUIREMENTS D D D 7 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 1840030 Dedication required as follows Attached please find an application form and submittal checklist for the dedication process Provide the completed application form and the requirements on the checklist at the time of resubmittal Dedication completed by Date •, IMPROVEMENT REQUIREMENTS 8a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18 40 040 Public improvements required as follows Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit Attached please find an application form and submittal checklist for the public improvements requirements Provide the completed application form and the requirements on the checklist at the time of resubmittal Improvement Plans signed by _ ^. MH&j _ Date P \docs\chW8t\bp0001 frm Page 2 Of 4 REV 6/5/92 v BUILDING PLANCHECK CHECKLIST 1 stv/ 2nd\/ 3rd^ D D D 8b Construction of the public improvements may be deferred pursuant to code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit Future public improvements required as follows D D D 8c Enclosed please find your Future Improvement Agreement Please return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by Date D D 8d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D D 9a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D 9b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date D D 9c No Grading Permit required BUILDING PLANCHECK CHECKLIST P \docs\chklst\bp0001 frm Page 3 Of 4 REV 6/5/92 MISCELLANEOUS PERMITS 10 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, trees, driveways A separate Right-of-Way permit issued by the Engineering Department is required for the following Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal 0- D D 11 A SEWER PERMIT is required concurrent with the building permit issuance The fee / is noted in the fees section on the following page D 12 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by b/w^+tiu* Date- P \doc«\chld»t\bp0001 frm Page 4 of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS EDU's /. ' '^ APT CALCULATIONS ADT's ADT's FEE/ADT ^l ^ 3 BRIDGE AND THOROUGHFARE FEE ADT's FEE/ADT E3 4 FACILITIES MANAGEMENT FEE C"""* jr-r-^ &ZONE «=> ^0? 13 5 PUBLIC FACILITIES FEE V<T ^ 6 SEWER FEES PERMIT No EDU's X-.T3, FE BENEFIT AREA & FEE E/EDtr/7^ / SEWER LATERAL REQUIRED (2,500 DEPOSIT) j/f OK FEES REQUIRED WITHIN CFD jljYES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) DNO -1 PARK-IN-LIEU FEE PARK AREA FEE/UNIT ^2 TRAFFIC IMPACT FEE P \docs\chklst\bp0001 frm REV 6/5/92 ceo i i PLANNING CHECKLIST Plan Check No ^3-74*7 Address Planner (Name) Phone 438-1161 ext Type of Project and Use ' hs, Zone _/27 Facilities Management Zone Legend r^T) Item Complete Item Incomplete • Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified D D Environmental Review Required YES £ NO TYPE DATE OF COMPLETION Compliance with conditions of approval9 If not, state conditions which require action Conditions of Approval _ D D Discretionary Action Required YES .£_ NO _ TYPE DATEAPPROVAL/RESO NO PROJECT NO OTHER RELATED CASES' Comphance with conditions of approval7 If not, state conditions which require action Conditions of Approval .. California Coastal Cotmnission Permit Required YES NO"^ DATE OF APPROVAL. San Diego Coast District, 3111 Canuno Del Rio North, Suite 200, San Diego, CA. 92108-1725 ' (619) 521-8036 \ Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval __ D D Landscape Plan Required YES NO i See attached subrruttal requirements for landscape, plans Site Plan. an na aa 3 4 Zoning* Provide a fully dimensioned sue plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width and dimensioned setbacks Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and dnveway Provide legal descnption of property Provide assessor's parcel number Setbacks aa aa aa pa Front Int Side Street Side Rear'\ 2 Lot coverage 3 Height 4 Parking- Additional Comments /yj@$$jjjfaYff V Required Required Required Required Required Required Spaces Required Guest Spaces Required \ Shown Shown Shown Shown Shown x Shown Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE PLNCK.FRM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 161 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO 3223 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A SITE DEVELOPMENT PLAN TO ALLOW CONSTRUCTION OF A 5,500 SQUARE FOOT OFFICE/WAREHOUSE BUILDING ON PROPERTY GENERALLY LOCATED ON THE SOUTHWEST CORNER OF IMPALA DRIVE AND ORION WAY CASE NAME BALDWIN ENGINEERING CASE NO SDP 91-4 WHEREAS, a verified application has been filed with the City of Carlsbad and referred to the Planning Commission, and WHEREAS, said verified application constitutes a request as provided by Title 21 of the Carlsbad Municipal Code, and WHEREAS, pursuant to the provisions of the Municipal Code, the Planning Commission did, on the 15th day of May, 1991, consider said request on property descnbed as A resubdivision of Parcel 2 of Parcel Map No 10060 filed in San Diego County on May 23, 1980, WHEREAS, at said public heanng, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relating to SDP 91-4 NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad as follows A) That the foregoing recitations are true and correct B) That based on the evidence presented at the public heanng, the Commission APPROVES SDP 91-4, based on the following findings and subject to the following conditions 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 6 7 8 The proposed development is properly related to the site, surroundings, and environmental setting, consistent with the vanous elements of the general plan, not detnmental to existing uses or to uses specifically permitted in the area, and not detnmental to the site, surroundings, or traffic circulation because the proposed development does not affect the existing Site Development Plan and provides adequate off-street parking, landscaping, circulation, and loading area The site for the intended development is adequate in size and shape to accommodate the proposal because the proposed project complies with all applicable ordinances regarding site development standards while keeping with the existing constraints of the site All yards, setbacks, walls, fences, landscaping, and other features necessary to adjust the proposed development to existing or permitted future uses in the neighborhood will be provided and maintained as the site design is compatible with neighboring developments and all existing and proposed landscaped areas are conditioned to be provided and to remain intact The street system serving the proposed development is adequate to properly handle all traffic generated by the proposed development as the site is served by fully improved, local streets capable of accommodating the 42 average daily trips generated by the proposal The Planning Commission has, by inclusion of an appropnate condition to this project, ensured building permits will not be issued for the project unless the City Engineer determines that sewer service is available, and building cannot occur within the project unless sewer service remains available, and the Planning Commission is satisfied that the requirements of the Public Facilities Element of the General Plan have been met insofar as they apply to sewer service for this project Park-in-lieu fees are required as a condition of approval The applicant has agreed and is required by the inclusion of an appropnate condition to pay a public facilities fee Performance of that contract and payment of the fee will enable this body to find that public facilities will be available concurrent with need as required by the General Plan This project is consistent with the City's Growth Management Ordinance as it has been conditioned to comply with any requirement approved as part of the Local Facilities Management Plan for Zone 5 PC RESO NO 3223 -2- 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 The proposed development is consistent with the Comprehensive Land Use Plan for McQellan-Palomar Airport Conditions- 6 Approval is granted for SDP 91-4, as shown on Exhibit(s) "A" - "D", dated May 15, 1991, incorporated by reference and on file in the Planning Department Development shall occur substantially as shown unless otherwise noted in these conditions The developer shall provide the City with a reproducible 24" x 36", mylar copy of the Site Plan as approved by the Planning Commission The Site Plan shall reflect the conditions of approval by the City The Site Plan copy shall be submitted to the City Engineer prior to issuance of building permits or improvement plan submittal, whichever occurs first This project is approved upon the express condition that building permits will not be issued for development of the subject property unless the City Engineer determines that sewer facilities are available at the time of application for such sewer permits and will continue to be available until time of occupancy This project is also approved under the express condition that the applicant pay the public facilities fee adopted by the City Council on July 28, 1987 and as amended from time to time, and any development fees established by the City Council pursuant to Chapter 21 90 of the Carlsbad Municipal Code or other ordinance adopted to implement a growth management system or facilities and improvement plan and to fulfill the subdivided agreement to pay the public facilities fee dated December 21, 1991, a copy of which is on file with the City Clerk and is incorporated by this reference If the fees are not paid this application will not be consistent with the General Plan and approval for this project will be void The applicant shall pay park-m-lieu fees to the City, prior to the approval of the final map as required by Chapter 20 44 of the Carlsbad Municipal Code This project is approved upon the express condition that building permits will not be issued for development of the subject property unless the water district serving the development determines that adequate water and service is available at the tune of application for water service and will continue to be available until time of occupancy. This project shall comply with all conditions and mitigation required by the Zone 5 Local Facilities Management Plan approved by the City Council incorporated herein and on file in the Planning Department and any future amendments to the Plan made prior to the issuance of building permits PC RESO NO 3223 -3- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 8 9 10 11 12 13 14 15 16 17 18 19 PC Approval of this request shall not excuse compliance with all sections of the Zoning Ordinance and all other applicable City ordinances in effect at tune of building permit issuance Approval of SDP 91-4 is granted subject to the approval of SDP 78-1 (D) Trash receptacle areas shall be enclosed by a six-foot high masonry wall with gates pursuant to City standards Location of said receptacles shall be approved by the Planning Director Enclosure shall be of similar colors and/or matenals to the project to the satisfaction of the Planning Director All roof appurtenances, including air conditioners, shall be architecturally integrated and concealed from view and the sound buffered from adjacent properties and streets, in substance as provided in Building Department Policy No 80-6, to the satisfaction of the Directors of Planning and Building No outdoor storage of material shall occur onsite unless required by the Fire Chief In such instance a storage plan will be submitted for approval by the Fire Chief and the Planning Director The applicant shall prepare a detailed landscape and irrigation plan which shall be submitted to and approved by the Planning Director prior to the issuance of grading or building permits, whichever occurs first All parking lot trees shall be a minimum of 15 gallons in size All landscaped areas shall be maintained in a healthy and thriving condition, free from weeds, trash, and debns The developer shall install street trees at the equivalent of 40-foot intervals along all public street frontages in conformance with City of Carlsbad standards The trees shall be of a variety selected from the approved Street Tree List Preliminary landscape plans shall be submitted All landscape plans shall be prepared to conform with the Guidelines Manual and submitted per the landscape plan check procedures on file in the Planning Department Landscape plans shall be designed to minimize water use Lawn and other Zone 1 plants (see Guidelines Manual) shall be limited to areas of special visual importance or high use Mulches shall be used and irrigation equipment and design shall promote water conservation PC RESO NO 3223 -4- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 20 21 22 23 24 25 26 27 28 29 30 31 1 32 33 34 PC The developer shall avoid trees that have invasive root systems, produce excessive htter and/or are too large relative to the lot size Planter width shall be a minimum of four (4) feet, not including curb, footings and/or other paving, and parking overhang Pnor to final occupancy, a letter from a California licensed landscape architect shall be submitted to the Planning Director certifying that all landscaping has been installed as shown on the approved landscape plans All herbicides shall be applied by applicators licensed by the State of California The applicant shall pay a landscape plan check and inspection fee as required by Section 20 08 050 of the Carlsbad Municipal Code The first set of landscape and irrigation plans submitted shall include building plans, improvement plans and grading plans All landscape and irrigation plans shall show existing and proposed contours and shall match the grading plans in terms of scale and location of improvements Mounding shall be used in parking lot landscaping or preliminary plans shall explain why mounding is not possible to the satisfaction of the Planning Director All parking lot trees shall be canopy trees The minimum shrub size shall be 5 gallons 30% of trees in industrial and commercial projects shall be 24" box or greater Trees shall be dispersed throughout the parking lot at a ratio of 1 tree per three parking stalls Any signs proposed for this development shall at a minimum be designed in conformance with the City's Sign Ordinance and shall require review and approval of the Planning Director pnor to installation of such signs Building identification and/or addresses shall be placed on all new and existing buildings so as to be plainly visible from the street or access road, color of identification and/or addresses shall contrast to their background color As pan of the plans submitted for building permit plan check, the applicant shall include a reduced version of the approving resolution/resolutions on a 24" x 36" blueline drawing Said bluehne drawmg(s) shall also include a copy of any applicable Coastal Development Permit and signed approved site plan PCRESONO 3223 -5- 1 2 3 4 5 6 7 8 9 10 11 12 18 19 26 27 28 Engineering Conditions 35 Unless a standard variance has been issued, no vanance from City Standards is authonzed by virtue of approval of this Site Plan 36 This project is located in Zone 5 Local Facilities Management Plan Recent traffic monitoring has revealed that Palomar Airport Road from El Camino Real to the eastern City limit falls below the adopted performance standard Therefore, prior to the issuance of a building permit, the owner shall participate in the guarantee of a proportional share of the cost of improving this segment of Palomar Airport Road 37 The developer shall comply with all the rules, regulations and design requirements of the respective sewer and water agencies regarding services to the project 38 Pretreatment of the sanitary sewer discharge from this project may be required In addition to the requirements for a sewer connection permit the developer shall conform to the requirements of Chapter 13 16 of the Carlsbad Municipal Code The developer shall apply for an industnal waste water discharge permit concurrently ith the building permit for this project No Certificates of Occupancy for the 'project will be issued before the industnal waste discharge permit application The structural section for the pnvate dnveway must be designed with a traffic index of 5 0 in accordance with City Standards due to a truck route through the parking lot and/or aisles with an ADT greater than 500 The structural pavement design of the parking lot and aisleways shall be submitted together with the required R-value soil test information and approved by the City as a part of the budding site plan review Plans, specifications and supporting documents for all public improvements shall be prepared to the satisfaction of the City Engineer Prior to issuance of a building permit the developer shall install, or agree to install and secure with appropriate security as provided by law, the following improvements as shown on the site plan to City Standards to the satisfaction of the City Engineer* Curb and Gutter to join tangent sections and remove the southerly half of the cul- de-sac bulb that fronts this project. from this site shall enter the public street thru a curb outlet according to San Diego Regional Standards Drawing No. D-25 The owner may apply for a street vacation of the excess nght-of-way no longer needed for the cul-se-sac bulb PCRESONO 3223 -6- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Growth Management Conditions 43 Approval of this project is contingent upon the provision of adequate public facilities to satisfy the Public Facilities Element of the General Plan. At this time a Mello- Roos Community Facilities District is proposed to finance the construction of several Gtywide facilities necessary to serve new development If the Mello-Roos Community Facilities District is not formed, the required General Plan Consistency finding cannot be made for the Zone 5 properties No discretionary approvals, Building Permits, Grading Permits, Final Maps, or development permits will be issued or approved unless an alternate financing mechanism is provided by the developer and approved by the City Council to finance the facilities legally applicable to Zone 5 that would have been or are included in the Community Facilities District For purposes of this condition the Mello-Roos District will be considered to be formed following an affirmative vote of the property owners plus a 30-day period as prescribed by law to provided for any protest regarding formation of the District Fire Conditions 44 Pnor to the issuance of building permits, complete building plans shall be submitted to and approved by the Fire Department 45 All required fire hydrants, water mams and appurtenances shall be operational prior to combustible building materials being located on the project site 46 All private driveways shall be kept clear of parked vehicles at all time, and shall have posted "No Parking/Fire Lane - Tow Away Zone" pursuant to Section 17 04 040, Carlsbad Municipal Code 47 All fire alarm systems, fire hydrants, extinguishing systems, automatic sprinklers, and other systems pertinent to the project shall be submitted to the Fire Department for approval pnor to construction PCRESONO 3223 •7- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PASSED, APPROVED, AND ADOPTED at a regular meeting of the Planning Sv Commission of the City of Carlsbad, California, held on the 15th day of May, 1991, by the following vote, to wit AYES NOES ABSENT Chairperson Holmes, Commissioners Schlehuber, Schramm, Savary, Noble, Erwin & Hall None None ABSTAIN None ATTEST MICHAEL J HOLZMILLER PLANNING DIRECTOR PC RESO NO 3223 ROBERT HOLMES, Chairperson CARLSBAD PLANNING COMMISSION -8- City of Carlsbad 910110-1 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report Wednesday, September 15, 1993 Reviewed by 0 Contact Name Jim Baldwin Address 1561 Neptune Ave City, State Leucadia CA 92024 Bldg Dept No 93-0147 Planning No Job Name Baldwin Engineering Job Address 2469 impaia Ste or Bldg No Approved - The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Disapproved - Please see the attached report of deficiencies Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFDJob* 910110-1 File* 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 910110-1 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report Friday. August 13.1993 Reviewed by (1 Contact Name Jim Baldwin Address 1561 Neptune Ave City, State Leucadia CA 92024 Bldg Dept No 93-0147 Planning No Job Name Baldwin Engineering Job Address 2469 impaia Ste or Bldg No Approved - The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Disapproved - Please see the attached report of deficiencies Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review For Fire Department Use Only Review 1st 2nd_|___ 3rd Other Agency ID CFD Job# 910110-1 File* 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 910110-1 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report Tuesday, March 2,1993 Reviewed by C $<yJic/\ -- Contact Name Jim Baldwin Address 1561 Neptune Ave City, State Leucadia CA 92024 Bldg Dept No 93-0147 Planning No Job Name Baldwin Engineering Job Address 2469 impaia Ste or Bldg No Approved - The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Disapproved - Please see the attached report of deficiencies Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review For Fire Department Use Only Review 1st is 2nd 3rd Other Agency ID CFD Job# 910110-1 File* 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 Requirements Category: Building Plan Check HAF910110-1 Deficiency Item Pending 01 Project Data Provide complete address and suite designation Provide building construction information indicating occupancy classification, type of construction, number of stories, aggregate square footage, occupant load, and description of intended uses Deficiency Item Pending 03 Floor Plan Provide a complete floor plan of building or suite Show exiting from all areas Indicate use or occupancy of each room including adjacent suite if applicable Provide furniture layout for office area showing any partitions to be used Include height of all partitions Deficiency Item Pending 09 Access during Construction An all weather, unobstructed access road suitable for emergency service vehicles shall be provided and maintained during construction When in the opinion of the Fire Chief, the access road has become unserviceable due to inclement weather or other reasons, he may, in the interest of public safety, require that construction operations cease until the condition is corrected Deficiency Item Pending 11 Knox Box Knox Box required when access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or fire-fighting purposes The Fire Dept will determine the location for the key box and provide an authorized order form Deficiency Item Pending 18 Fire Extinguishers Required Provide one 2A10BC fire extinguisher for each 6000 square feet or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel See item 32 for any additional fire extinguisher requirements Page 2 Mar 2,1993 • Civil Engineering • Land Planning • Structural MARCH 21, 1991 STRUCTURAL CALCULATIONS FOR THE BALDWIN OFFICE/WAREHOUSE 1 OF DESCRIPTION PROPOSED OFFICE/WAREHOUSE ORION DRIVE AND IMPALA DRIVE CITY OF CARLSBAD APN 209-041-18 OWNER/PERMITTEE• J.C. BALDWIN CONSTRUCTION CO. 1561 NEPTUNE AVE LEUCADIA, CA 92024 619-436-6602 ENGINEER. LOGAN ENGINEERING 120 BIRMINGHAM DRIVE, CARDIFF, CA 92007 619-942-8474 EXP. DATE -31-93 120 Birmingham Dr Suite 110 • Cardiff-by-the-Sea CA 92007 • 619-942-8474 2 Of I. DESIGN CRITERIA 1) 1988 UNIFORM BUILDING CODE 2) 3) 4) 5) 6) 7) LOADING - ROOF (>4 12) - ROOF (<4 12) - CEILING - FLOOR - BALCONY L.L.=16 PSF L.L.=20 PSF L.L.=10 PSF L.L.=40 PSF L.L.=60 PSF D.L.=19 PSF D L.=10 PSF D L = 5 PSF D L.=10 PSF D L =10 PSF SEISMIC/WIND - WIND (EXPOSURE "B") - SEISMIC TIMBER - REPETITIVE D.F. #2 - BEAMS/SINGLES D.F. #1 CONCRETE - 2000 PSI @ 28 DAYS SOILS - REPORT BY GROUP DELTA CONSULTANTS, DATED 2-12-91 GEOTECHNICAL INVESTIGATION - OFFICE WAREHOUSE SITE - ORION DRIVE AND IMPALA DRIVE Vw = 13.5 PSF Vs = 0.183 D L. (OR AS NOTED) (OR AS NOTED) MASONRY WALLS F'm = 1500 PSI N = 25 8 SOLID GROUT Fs = 20000 PSI HALF STRESS DESIGN NO SPECIAL INSPECTION 8) STEEL STRUCTURAL STEEL PER ASTM A-36 FABRICATED & ERECTED PER ATSC SPECS 9) BOLTS UNLESS OTHERWISE NOTED ASTM. A307 10) WELDING PER AWS Dl.1-77 E70XX ELECTRODES -Ib 13^ CALC ALL -fo 12,00 Mr V- JL > U ' 15V vl [Q MlJ, u) „ M- ip.tr VJA.US 'ftfR M •p - nio -: (04 0 « f k* MA-/. M- \/ M- K--(t. OOP /\ i<5 AfieA \1=T 4- 9 \/V- •ptf (A) u)/ to 10 J @ lo" <*<* Mb o f V .-uj M = lOd \\ !OJ <g 6", £"x * 4- *r \/ = ^4 \\ -'A ~ Hoio* 4- £4* U)lD£ X UA-Q - X End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-2-office Job Title: LINE 2 - OFFICE INPUT DATA FM. MASONRY = FY- STEEL INSPECTION ? = NUMBER PIERS = 1500.00 psi 20.00 psi NO 1 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 2.50 Kips 1.33 1.50 32.00 in FIXITY HEIGHT LENGTH THICKN PIER TOP EOT (ft) (ft) (in) 121 6.000 5.000 7.625 "J" MULTP .90 ANALYSIS RESULTS PIER 1 RAT1 1.20 RAT3 1.73 DEFLECT (in)RIGIDITY 1.088 RIGID 1.000.9191 PIER 1 SHEAR (Ibs) 2500 UNIT SHEAR (psi) 6.07 DESIGN SHEAR (psi) 9.11 MOMENT (Ib-ft) 15000 DESIGN SUMMARY PIER 1 M/Vd SHEAR ALLOWB. STRESSES NO REINF W/ REINF (psi) (psi)STATUS SHEAR STEEL (inA2) FLEXURE STEEL (inA2) 1.20 17.00 35.00 GOOD .000 .192 End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-4-office Job Title: LINE 4 - OFFICE INPUT DATA FM: MASONRY = FY: STEEL INSPECTION "> = NUMBER PIERS = 1500.00 psi O,60&- 00 psi ' NO 1 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 2.50 Kips 1.33 1.50 32.00 in PIER 1 ANALYSIS PIER 1 PIER FIXITY HEIGHT LENGTH TOP BOT (ft) (ft) 2 2 11.000 9.000 RESULTS DEFLECT RAT1 RAT3 (in) THICKN "J" ( in ) MULTP 7.625 .90 % RIGIDITY RIGID 1.22 1.83 .4802 2.082 1.000 UNIT DESIGN SHEAR SHEAR SHEAR MOMENT (Ibs) (psi) (psi) (Ib-ft) 1 2500 3.37 DESIGN SUMMARY PIER 1 SHEAR ALLOWB. STRESSES NO REINF W/ REINF M/Vd (psi) (psi) .61 20.11 44.72 5.06 13750 SHEAR FLEXURE STEEL STEEL STATUS (inA2) (inA2) GOOD .000 .092 •" End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc, Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-3-office Job Title: LINE 3 - OFFICE INPUT DATA FM: MASONRY = FY- STEEL INSPECTION "> = NUMBER PIERS = 1500.00 psi OO.QQ psi NO 1 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 6.80 Kips 1.33 1.50 32 00 in FIXITY HEIGHT LENGTH THICKN PIER TOP EOT (ft) (ft) (in) 121 6.000 4.000 7.625 HJII MULTP .90 ANALYSIS RESULTS PIER 1 RAT1 1.50 RAT 3 3.38 DEFLECT (in) 1.5738 RIGIDITY .635 RIGID 1.000 PIER 1 SHEAR (Ibs) 6800 UNIT SHEAR (psi) 20.64 DESIGN SHEAR (psi) 30.97 MOMENT (Ib-ft) 40800 DESIGN SUMMARY SHEAR ALLOWB NO REINF PIER M/Vd (psi) 1 1.50 17.00 . STRESSES SHEAR FLEXURE W/ REINF STEEL STEEL (psi) STATUS (inA2) (inA2) 35.00 GOOD 5.100 .680 End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename, line-6-office Job Title: LINE 6 - OFFICE INPUT DATA FM: MASONRY = FY STEEL INSPECTION "> = NUMBER PIERS = 1500.00 psi £0,000.00 psi NO 2 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 6.80 Kips 1.33 1.50 32.00 in PIER 1 2 FIXITY TOP EOT 2 2 2 2 HEIGHT (ft) 4.000 4.000 LENGTH (ft) 9.000 9.000 THICKN (in) 7.625 7.625 i.jii MULTP .90 .90 ANALYSIS RESULTS PIER 1 2 RAT1 .44 .44 RAT 3 .09 .09 DEFLECT (in) .1243 .1243 RIGIDITY 8.048 8.048 % RIGID .500 .500 PIER 1 2 SHEAR (Ibs) 3400 3400 UNIT SHEAR (psi) 4.59 4 59 DESIGN SHEAR (psi) 6.88 6.88 MOMENT (Ib-ft) 6800 6800 DESIGN SUMMARY PIER 1 2 SHEAR ALLOWB NO RE INF M/Vd (psi) .22 .22 23.22 23.22 . STRESSES W/ REINF (PSI) 54.44 54.44 STATUS GOOD GOOD SHEAR STEEL (inA2) .000 .000 FLEXURE STEEL (inA2) .045 .045 V SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-a-office Job Title: LINE A - OFFICE INPUT DATA FM. MASONRY = FY: STEEL INSPECTION ? = NUMBER PIERS = 1500.00 psi •£0,00) 00 psi NO 2 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 2.00 Kips 1.33 1.50 32.00 in PIER 1 2 FIXITY TOP EOT 2 2 1 1 HEIGHT (ft) 6.000 6.000 LENGTH (ft) 3.000 3.000 THICKN (in) 7.625 7.625 HJII MULTP .90 .90 ANALYSIS RESULTS PIER 1 2 RAT1 2.00 2.00 RAT 3 8.00 8.00 DEFLECT (in) 3.3224 3.3224 RIGIDITY .301 .301 % RIGID .500 .500 PIER 1 2 SHEAR Ubs) 1000 1000 UNIT SHEAR (psi) 4.05 4.05 DESIGN SHEAR (psi) 6.07 6.07 MOMENT (Ib-ft) 6000 6000 DESIGN SUMMARY SHEAR ALLOWB NO REINF PIER M/Vd (psi) 1 2.00 2 2.00 17.00 17.00 . STRESSES W/ REINF (psi) 35.00 35.00 STATUS GOOD GOOD SHEAR STEEL (in-2) .000 .000 FLEXURE STEEL (in-2) .143 .143 ^ SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. IndialantiC, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename- line-b-office Job Title: LINE B - OFFICE INPUT DATA FM MASONRY = FY: STEEL INSPECTION ? = NUMBER PIERS = 1500.00 psi 2-0,00(9.00 PSl NO 1 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 9.90 Kips 1.33 1 50 32.00 in PIER 1 FIXITY TOP BOT HEIGHT (ft) LENGTH (ft) THICKN (in) IIJH MULTP 8.000 5.500 7.625 .90 ANALYSIS RESULTS DEFLECT PIER RAT1 RAT3 (in) 1 1.45 3.08 .6506 UNIT SHEAR SHEAR PIER (Ibs) (psi) 1 9900 21.86 DESIGN SUMMARY SHEAR ALLOWB. STRESSES NO REINF W/ REINF PIER M/Vd (psi) (psi) 1 .73 19.18 41.82 RIGIDITY RIGID 1.537 1.000 DESIGN SHEAR MOMENT (psi) (Ib-ft) 32.79 39600 SHEAR FLEXURE STEEL STEEL STATUS (inA2) (inA2) GOOD 5.400 .455 End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename, line-1-midware Job Title: LINE 1 - MID WAREHOUSE INPUT DATA FM: MASONRY = FY. STEEL INSPECTION ? = NUMBER PIERS = 1500.00 psi -0,003 .00 psi NO 1 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 11.00 Kips 1.33 1.50 32.00 in PIER 1 ANALYS1 PIER 1 PIER 1 DESIGN PIER 1 FIXITY HEIGHT LENGTH TOP EOT (ft) (ft) 2 1 18.000 57.000 CS RESULTS DEFLECT RAT1 RAT3 (in) .32 .03 .0938 UNIT I SHEAR SHEAR (Ibs) (psi) 11000 2.34 SUMMARY SHEAR ALLOWB. STRESSES NO REINF W/ REINF M/Vd (psi) (psi) .32 22.47 52.11 THICKN "J" (in) MULTP 7.625 .90 % RIGIDITY RIGID 10.656 1.000 DESIGN SHEAR MOMENT (psi) (Ib-ft) 3.52 198000 SHEAR FLEXURE STEEL STEEL STATUS (inA2) (inA2) GOOD .000 .195 End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-5-midware Job Title: LINE 5 - MID WAREHOUSE INPUT DATA FM. MASONRY = FY: STEEL INSPECTION "> = NUMBER PIERS = 1500.00 psi ?0,000 .00 psi NO 4 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 11.00 Kips 1.33 1.50 32.00 in FIXITY PIER 1 2 3 4 TOP 2 2 2 2 EOT 2 2 2 2 HEIGHT (ft) 7.500 7.500 12.000 12.000 LENGTH (ft) 12.000 2.500 6.000 12.000 THICKN (in) 11.625 11.625 11.625 11.625 iijn MULTP .90 .90 .90 .90 ANALYSIS RESULTS PIER 1 2 3 4 RAT1 .63 3.00 2.00 1.00 RAT 3 .24 27.00 8 00 1.00 DEFLECT (in) .1215 2.0645 .8029 .2294 RIGIDITY 8.229 .484 1.246 4.359 % RIGID .575 .034 .087 .304 PIER 1 2 3 4 SHEAR (Ibs) 6321 372 956 3349 UNIT SHEAR (psi) 4.20 1.19 1.27 2.22 DESIGN SHEAR (psi) 6.29 1.78 1.91 3.33 MOMENT (Ib-ft) 23706 1395 5741 20095 DESIGN SUMMARY SHEAR ALLOWS. STRESSES NO REINF W/ REINF SHEAR STEEL FLEXURE STEEL PIER M/Vd (psi) (psi) STATUS (inA2) (inA2) 1 2 3 4 .31 1.50 1.00 .50 22.50 17.00 17.00 21.00 52.19 35.00 35.00 47.50 GOOD GOOD GOOD GOOD .000 .000 .000 .000 .116 .042 > .060 .099 End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-c-midware Job Title: LINE C - MID WAREHOUSE INPUT DATA FM MASONRY = FY: STEEL INSPECTION ' = NUMBER PIERS = 1500.00 psi 12,000 00 psi NO 2 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 25.90 Kips 1.33 1.50 32.00 in FIXITY PIER TOP EOT 1 2 2 2 2 2 HEIGHT (ft) 8.000 8.000 LENGTH (ft) 27.500 4.000 THICKN (in) 7.625 7.625 IIJM MULTP .90 .90 ANALYSIS RESULTS PIER 1 2 RAT1 .29 2.00 RAT 3 .02 8.00 DEFLECT (in) .0785 1.2240 RIGIDITY 12.746 .817 % RIGID .940 .060 PIER I 2 SHEAR (Ibs) 24339 1560 UNIT SHEAR (psi) 10.75 4 74 DESIGN SHEAR (psi) 16.12 7.10 MOMENT (Ib-ft) 97359 6240 DESIGN SUMMARY SHEAR ALLOWB. STRESSES NO REINF W/ REINF PIER M/Vd (psi) (psi) 1 .15 2 1.00 33.84 17.00 56.36 35.00 STATUS GOOD GOOD SHEAR STEEL (inA2) .000 .000 FLEXURE STEEL (inA2) .202 w .104 SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-2-endware Job Title: LINE 2 - END WAREHOUSE INPUT DATA FM: MASONRY = FY STEEL INSPECTION ' = NUMBER PIERS = 1500.00 psi oo .00 psi NO 4 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 12.20 Kips 1.33 1.50 32.00 in PIER 1 2 3 4 FIX TOP 2 2 2 2 ITY BOT 2 2 2 2 HEIGHT (ft) 2.500 2.500 2.500 2.500 LENGTH (ft) 12.000 18.000 18.000 12.000 THICKN (m) 7.625 7.625 7.625 7.625 HJII MULTP .90 .90 .90 .90 ANALYSIS RESULTS PIER 1 2 3 4 RAT1 .21 .14 .14 .21 RAT 3 .01 .00 .00 .01 DEFLECT (in) .0554 .0367 .0367 .0554 RIGIDITY 18.039 27.275 27.275 18.039 % RIGID .199 .301 .301 .199 PIER 1 2 3 4 SHEAR (Ibs) 2428 3671 3671 2428 UNIT SHEAR (psi) 2.46 2.48 2.48 2.46 DESIGN SHEAR (psi) 3.69 3.72 3.72 3.69 MOMENT (Ib-ft) 3035 4589 4589 3035 DESIGN SUMMARY SHEAR ALLOTS. STRESSES NO REINF W/ REINF SHEAR STEEL FLEXURE STEEL PIER M/Vd (psi) (psi) STATUS (inA2) (inA2) 1 2 3 4 .10 .07 .07 .10 24.17 24.44 24.44 24.17 57.40 58.26 58.26 57.40 GOOD GOOD GOOD GOOD .000 .000 .000 .000 .015 .015 S .015 .015 End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-7-endware Job Title: LINE 7 - END WAREHOUSE INPUT DATA FM- MASONRY = FY: STEEL INSPECTION •> = NUMBER PIERS = 1500.00 psi OQ .00 psi NO 5 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 12.20 Kips 1.33 1.50 32.00 in PIER 1 2 3 4 5 FIXITY TOP EOT 2 2 2 2 2 2 2 2 2 2 HEIGHT (ft) 7 7 16 16 16 .500 .500 .000 .000 .000 LENGTH (ft) 2. 2. 7. 8. 8. 000 500 500 000 000 THICKN (in) 11 11 11 11 11 .625 .625 .625 .625 .625 njii MULTP .90 .90 .90 .90 .90 ANALYSIS RESULTS PIER 1 2 3 4 5 RAT1 3.75 3.00 2.13 2.00 2.00 RAT 3 52.73 27.00 9.71 8.00 8.00 DEFLECT (in) 3.6694 2 0645 .9238 .8029 .8029 RIGIDITY .273 .484 1.082 1.246 1.246 % RIGID .063 .112 .250 .288 .288 PIER 1 2 3 4 5 SHEAR dbs) 767 1364 3049 3509 3509 UNIT SHEAR (psi) 3.06 4.35 3.24 3.49 3.49 DESIGN SHEAR (psi) 4.59 6.52 4.86 5.24 5.24 MOMENT (Ib-ft) 2879 5117 24396 28072 28072 DESIGN SUMMARY SHEAR ALLOWS. STRESSES PIER 1 2 3 4 5 M/Vd 1.88 1.50 1.07 1.00 1.00 NO REINF (psi) 17.00 17.00 17.00 17.00 17.00 W/ REINF (psi) 35.00 35.00 35.00 35.00 35.00 STATUS GOOD GOOD GOOD GOOD GOOD SHEAR STEEL (inA2) .000 .000 .000 .000 .000 FLEXURE STEEL (inA2) .120 .155 .198 / .213 .213 End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-d-endware Job Title: LINE D - END WAREHOUSE INPUT DATA FM: MASONRY = FY: STEEL INSPECTION ' = NUMBER PIERS = 1500.00 psi 10,000 00 psi NO 5 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 41.40 Kips 1.33 1.50 32.00 in FIXITY PIER TOP EOT 1 2 2 2 3 2 4 2 5 2 1 2 2 2 2 HEIGHT (ft) 20.000 8.000 3.000 3.000 8 000 LENGTH (ft) 8.000 1.000 1.500 9.000 5.000 THICKN (in) 11.625 11.625 11.625 11.625 11.625 IIJM MULTP .90 .90 .90 .90 .90 ANALYSIS RESULTS PIER 1 2 3 4 5 RAT1 2.50 8.00 2.00 33 1 60 RAT 3 15.63 ***** 8 00 .04 4.10 DEFLECT (in) 4.0143 30.7383 .8029 .0595 .5102 RIGIDITY .249 .033 1.246 16.815 1.960 % RIGID .012 .002 .061 .828 .097 PIER 1 2 3 4 5 SHEAR dbs) 507 66 2539 34288 3997 UNIT SHEAR (psi) .51 .53 13.49 30.35 6.37 DESIGN SHEAR (psi) .76 .79 20.23 45.52 9.55 MOMENT (Ib-ft) 10159 265 3809 51432 15988 DESIGN SUMMARY SHEAR ALLOWB. STRESSES PIER 1 2 3 4 5 M/Vd 2.50 4.00 1.00 .17 .80 NO REINF (psi) 17.00 17.00 17.00 23.67 18.60 W/ REINF (psi) 35.00 35.00 35.00 55.83 40.00 STATUS GOOD GOOD GOOD GOOD GOOD SHEAR STEEL (in*2) .000 .000 5.080 11.430 .000 FLEXURE STEEL (in-2) .077 .044 .254 v .343 .205 End of PIER SAI: PIER - Masonry Shear Pier Design Version LOOM - 5/20/87 - C4.0 Copyright (C) 1986, structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User #890085 DOUG LOGAN CARLSBAD CA 92008 Input data filename: line-e-endware Job Title: LINE E - END WAREHOUSE INPUT DATA FM: MASONRY = FY: STEEL INSPECTION ? = NUMBER PIERS = 1500.00 psi .00 psi NO 2 LATERAL FORCE LOAD DURATION FACTOR DESIGN SHEAR FACTOR SHEAR STEEL SPACING 23.30 Kips 1.33 1.50 32.00 in FIX PIER TOP 1 2 2 2 ITY EOT 2 2 HEIGHT (ft) 7.500 7.500 LENGTH (ft) 9.000 15.000 THICKN (in) 7.625 7.625 njii MULTP .90 .90 ANALYSIS RESULTS PIER 1 2 RAT1 .83 .50 RAT 3 .58 .13 DEFLECT (in) .2692 .1421 RIGIDITY 3.715 7.038 % RIGID .345 .655 PIER 1 2 SHEAR (Ibs) 8049 15250 UNIT SHEAR (psi) 10.86 12.35 DESIGN SHEAR (psi) 16.29 18.52 MOMENT (Ib-ft) 30185 57189 DESIGN SUMMARY PIER 1 2 M/Vd .42 .25 SHEAR ALLOWS. NO REINF W/ (psi) 21.67 23.00 STRESSES REINF (psi) 49.58 53.75 STATUS GOOD GOOD SHEAR STEEL (inA2) .000 .000 FLEXURE STEEL (in*2) .201 S .222 V^ • 378 Unit Shear v = psi , V pounds b and d inches b d 8 <oQ. s. 3 COCM ci c 13 "o I Ia !6 0> i 5 i m•*-o Unit Shear v psi , V, pounds b and d inches To convert ptl to kllopnc*li, kPi, multiply the vilu* ptl by 6396 To convert inchM to milllrrwMre. multiply th« v«lu« inch** by 26 4 To convert Inchtt to nwtrM. multiply th« v*lu* InchM by 0.0264 To convert pouncb fore* to iMwtom. multiply poundt fore* by 4 448 GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE SITE I ORION DRIVE AND IMPALA DRIVE CARLSBAD, CALIFORNIA Prepared for • J.C. BALDWIN CONSTRUCTION CO I _ Project No. 1336-SI01 • February 12, 1991 I I I I I I I I | GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I Walter F Crampton Barry R Bevier Phillip C Birkhahn Braven R Smillie GROUP DELTA CONSULTANTS, Engineers and Geologists 4455 Murphy Canyon Road, Suite 100 San Diego, CA 92123 Tel (619) 573-1777 Fax (619) 573-0069 Project No. 1336-SI01 February 12, 1991 J.C. BALDWIN CONSTRUCTION CO. 1561 Neptune Avenue Encinitas, CA 92024 Attention- Mr. James Baldwin GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE SITE ORION DRIVE AND IMPALA DRIVE CARLSBAD, CALIFORNIA Gentlemen- In accordance with your request, we have performed a geotechnical investigation at the subject site. The accompanying report presents the results of our geologic evaluation and our field explorations, as well as our conclusions and recommendations pertinent to site development. We appreciate the opportunity to work with you on this project, and trust this information meets your present needs. If you have any questions or require further information, please give us a call for GROUP DELTA CONSULTANTS, INC Very truly yours, Walter F Crampton R.C.E. 23792, R.G.E. 245 WFC/WEG/BRS/JC Attachments Welford E /Gar/er C E.G. 1505, jL-G—"4339 1 1 1 1 1 1 1^B 1 1 1 1 1 1 1 J.C. BALDWIN CONSTRUCTION CO. Project No. 1336-SI01 TABLE OF CONTENTS SECTION 1 PURPOSE AND SCOPE OF INVESTIGATION . 2 PROJECT DESCRIPTION 3 FIELD INVESTIGATION 4 SOIL AND GEOLOGIC CONDITIONS 4.1 Subsurface Conditions ... . . 5 FAULTING AND SEISMICITY . . 6 LANDSLIDES . ... 7 GROUNDWATER .... 8 CONCLUSIONS 9 RECOMMENDATIONS ... . . 10 LIMITATIONS FIGURE 1 - SITE PLAN APPENDIX A - LOGS OF TEST EXCAVATIONS APPENDIX B - SPECIFICATIONS FOR ENGINEERED FILL GROUP DELTA CONSULTANTS, INC February 12, 1991 PAGE NO • • • • X • • • ^ 2 2 • * • • J . . 4 . . . . 4 . . 4 .... . 5 5 I I I I I I I I I I I I I I I I I I I J.C. BALDWIN CONSTRUCTION CO. February 12, 1991 Project No. 1336-SI01 Page 1 GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE SITE ORION DRIVE AND IMPALA DRIVE CARLSBAD, CALIFORNIA 1 PURPOSE AND SCOPE OF INVESTIGATION This report presents the results of our preliminary geotechnical investigation for a trapezoid-shaped, approximately 1 35 acre parcel, located in the southwest quadrant of the intersection of Orion Drive and Impala Drive in Carlsbad, California, as shown on the Site Plan, Figure 1. The purpose of this study is to provide information to assist J.C. Baldwin Construction Co and its consultants in evaluating the property for project design In particular, our investigation is designed to address 0 The geologic setting of the site, 0 Potential geologic hazards; 0 General subsurface soil conditions, and 0 Types and depths of foundations and allowable soil bearing pressures. As an aid to our studies, we were provided a site plan of the project entitled "Office/Warehouse Building For- Baldwin Engineering," prepared by Spec-Drafting, Steve Foral & Assoc., Scale 1" : 220', dated *9-90'. In addition, we reviewed the following documents: 0 County of San Diego Orthophotoquad Sheet 354-1683, scale 1" • 200", Editions of 1963 and 1975, and 0 "Fault Map of California," published by the California Division of Mines and Geology (1975). GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I J.C. BALDWIN CONSTRUCTION CO. February 12, 1991 Project No. 1336-SI01 Page 2 2 PROJECT DESCRIPTION The site has been graded to produce a relatively level building pad. It is our understanding that proposed improvements consist of a one-story concrete tilt-up structure which is intended to serve as a combined office and warehouse. Foundations are to consist of conventional continuous footings, with concrete slab-on-grade floors. An approximately 65-foot-long retaining wall, with a maximum height of 3% feet, is planned along the northerly edge of the level pad. Driveway and parking areas are planned with Portland Cement concrete paving. Proposed additional site grading is minimal, consisting of a cut/fill balance of approximately 40 cubic yards. 3 FIELD INVESTIGATION Our field investigation was performed on February 4, 1991, and consisted of a geological reconnaissance of the site and the excavation of four exploratory trenches. The exploratory trenches were advanced with a Case 580K backhoe using an 18-inch bucket, and ranged from approximately 1.5 to 2 feet in depth The approximate locations of the exploratory trenches are shown on the Site Plan, Figure 1. Final logs of the test trenches are presented in Appendix A. 4 SOIL AND GEOLOGIC CONDITIONS The site is a trapezoid-shaped, approximately 1 35-acre parcel that has been graded to produce a relatively level building pad. It is our understanding that the grading was performed in approximately 1979, and that the parcel has remained undeveloped since then. The site currently supports a sparse growth of grasses and brush. Existing pad elevation is approximately 348 to 352 feet (MSL datum). Site drainage is predominantly to the northwest corner of the property. GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I I J.C. BALDWIN CONSTRUCTION CO. February 12, 1991 Project No. 1336-SI01 Page 3 The northern and eastern limits of the site are bounded by slopes inclined toward the building pad at an inclination of approximately 2:1 (horizontal to vertical), and ranging from zero (0) to 12 feet in height. The northern and eastern property limits are bounded by Impala Drive and Orion Drive, respectively. The western and eastern property boundaries are bordered by slopes inclined away from the property at an inclination of approximately 1%:1 (horizontal to vertical). These slopes are up to 30 feet in height. The area directly adjacent the slopes is occupied by existing commercial structures. 4.1 Subsurface Conditions The site is underlain by minor amounts of surficial fill soils, and by Cretaceous-age granitic rock. Each of these units is described below: Fill Soils: Fill soils composed of mottled orange silty sands, derived from local decomposed granite, are present as a relatively thin veneer over the pad area This veneer of loose fill soil exposed in our test trenches was 1/2-foot or less in thickness. Weathered Granitic-Type Rock: The entire site is underlain by formatlonal, weathered, granitic-type rock composed of dense to very dense, silty sand These materials are present to at least the depths explored in our test trenches, and were observed to comprise the majority of adjacent slope faces. Our test trenches were advanced with a medium-duty backhoe, and terminated at practical refusal on weathered rock approximately 2 feet below the existing pad surface For purposes of soil characterization and development of design criteria, the on-site soils are categorized within the "Sedimentary and Foliated Rock" class of materials, in accordance with the current edition of the Uniform Building Code. GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I I J.C. BALDWIN CONSTRUCTION CO February 12, 1991 Project No. 1336-SI01 Page 4 5 FAULTING AND SEISMICITY Our site reconnaissance and review of geologic maps did not indicate the presence of faults on the site No faults are known to be mapped on the site. The Elsinore fault is the closest known active fault which has experienced recurring earthquakes of Magnitude 4 or greater. The Elsinore fault zone is mapped approximately 21 miles northeast of the site. The offshore extension of the potentially-active Rose Canyon fault zone is located approximately 10 miles southwest of the site. The California Division of Mines and Geology is currently considering certain segments of this fault as active, although this information has not yet been published by the State. Consequently, it may be advisable to consider this hypothetical earthquake hazard from the Rose Canyon fault zone. It appears reasonable to conclude that an Ms (surface wave magnitude) 6% earthquake could occur during a typical 100-year period. 6 LANDSLIDES Our study did not indicate the presence of landslides on the site, No landslides are known to be mapped on the site 7 GROUNDWATER No indication of groundwater seeps, springs, or wet areas were observed on the site. No groundwater was encountered in the test trenches. GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I I J.C. BALDWIN CONSTRUCTION CO. February 12, 1991 Project No. 1336-SI01 Page 5 8 CONCLUSIONS 1. Our investigation did not reveal the presence of any significant adverse geologic conditions, such as faults or landslides, on the subject site. 2. It is our opinion that the granitic rock should be rippable with conventional heavy-duty grading equipment. Any deep excavation (e g utility and storm drain trenches) may require additional effort. 3. Based on our understanding that the anticipated structural foundation will be entirely founded in the intact, near-surface, weathered, granitic-type rock, it is our opinion that the proposed structure may be supported on conventional spread or continuous footings, founded on competent natural soils. RECOMMENDATIONS 1. Any additional grading should be observed, and compacted fill tested, by Group Delta Consultants. All fills should be placed and compacted in accordance with the specifications outlined in Appendix B. 2. Any oversize material (greater than 2 feet in diameter), if encountered, must be broken up or removed from the site. 3. Prior to the placement of concrete or reinforcing steel, all footing excavations should be inspected by the geotechnical engineer to confirm that the footings are founded in formational soils, and to observe that the footing excavations are free of loose and disturbed materials. If the soils exposed in the footing excavations are not judged suitable, footing excavations should be deepened to provide minimum embedment into the GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I J.C. BALDWIN CONSTRUCTION CO February 12, 1991 Project No. 1336-SI01 Page 6 underlying competent formational soils (see Recommendation No. 5). 4. We recommend that positive measures be taken to properly finish grade the site after structures and other improvements are completed so that drainage waters are directed away from foundations and floor slabs. Even when these measures have been taken, experience has shown that a shallow groundwater or surface-water condition can, and may, develop in areas where no such water condition existed prior to site development. This is particularly true when substantial increase in surface- water infiltration results from landscape irrigation. 5. We recommend that footings for light- to medium-weight structures, founded in formational soils, be designed for an allowable soil bearing pressure of 2,000 psf Bearing pressures may be increased by one-third for loads that include wind or seismic forces. These allowable foundation pressures are for footings having a minimum, width of 12 inches, and a minimum depth of 12 inches into the near-surface formational soils An increase of 20 percent is allowed for each additional foot of width and/or depth to a maximum value of three times the above designated value. 6. We estimate that settlements of structures, or portions of structures, founded on natural decomposed granitic soil using the recommended bearing pressures will experience negligible settlements. 7. We recommend that all general-use floor slabs be at least 4-inches thick and be reinforced with at least 6X6- 6/6 welded-wire mesh at the slab midpoint. A minimum 4- inch underlayer of coarse sand and a vapor barrier should also be employed where moisture-sensitive floor coverings are anticipated. We recommend that warehouse floor slabs be properly designed in accordance with structural requirements. GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I J.C. BALDWIN CONSTRUCTION CO. February 12, 1991 Project No. 1336-SI01 Page 7 8. Any retaining walls shall, as a minimum, be designed in accordance with the provisions of the current edition of Regional Standard Drawings, prepared by the San Diego Regional Standards Committee. 9. Although all currently proposed improvements have adequate setback distances, if any relocation of proposed improvements are contemplated, we recommend that minimum UBC setback requirements be adhered to 10. To provide resistance for design lateral loads, we recommend using an equivalent fluid pressure of 400 pcf for footings or shear keys poured neat against properly compacted granular fill soils or dense natural soils This value assumes a horizontal surface for the soil mass extending at least 10 feet from the face of the footing or three times the height of the surface generating passive pressure, whichever is greater. The upper 12 inches of material in areas not protected by floor slabs or pavement should not be included in design for passive resistance to lateral loads. 11. Friction may also be used to resist lateral loads. We recommend a coefficient of friction of 0.35 between soil and concrete. Passive resistance and friction may be combined without any reduction in computed resistance to lateral loads. 10 LIMITATIONS Our opinions and recommendations are based on our site observations, and our experience with similar geotechnical conditions. The conclusions and recommendations are based on the assumption that the soil and rock conditions do not deviate appreciably from those disclosed by our test trenches advanced at the site. GROUP DELTA CONSULTANTS, INC I I J.C. BALDWIN CONSTRUCTION CO. February 12, 1991 Project No. 1336-SI01 Page 8 I The work performed and the evaluation presented meet the • contemporary standard of care in our profession. No other warranty ™ is expressed or implied. I I I I I I I I I I I I I I GROUP DELTA CONSULTANTS, INC 3)oc T3 Om oozincr > 2 cn 2 O 00> 2 O T| Tl Om m O GOm m > z -o > oo </> o >v> > 0omo OmO O o> o> T to -a > -o 3)m 5jj CD m m 1m O o mo o z 30 O —Izv> -o > z ty><s> n -< C/5 •) O 0)n rr CO CO O) CO o (TOcn 0) I oID <m oo 3AIHQ NOWO I I I I I I I I I I I I APPENDIX A LOGS OF TEST EXCAVATIONS GROUP DELTA CONSULTANTS, INC LOGGED BY EQUIPMENT KEY TO EXCAVATION LOGS DATE EXCAVATED DIMENSIONS ELEVATION HAMMER WT DROP EXCAVATION NUMBER w wo *- DESCRIPTION V Medium dense moist brown SILTY FINE SAND (SM) Unified Soil Classification J Water Table Measured On Date Indicated Number of Blows Required to Advance Sampler One Foot Sample Type PB Plastic Bag SK Bulk Sack Sample Sample Location Depth Below Surface Elevation Indicates Samples Tested for Other Properties NOTES ON FIELD INVESTIGATION 1 Trenches were excavated using a Case 580K backhoe with an 18-inch bucket 2 Samples were removed visually classified sealed in plastic containers, and taken to the laboratory for testing 3 No free groundwater was encountered in the test trenches 4 Classifications are based upon the Unified Soil Classification System and include color moisture and consistency Descriptions on this log apply only at the specific excavation location and at the time the excavation was made The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times PROJECT NO 1336-SI01 BALDWIN OFFICE/WAREHOUSE FIGURE NO A - 1 GROUP DELTA CONSULTANTS, INC Engineers and Geologists I TREHCH LOG LOGGED BY WEG DATE EXCAVATED 02/04/91 ELEVATION 369+ feet (MSLD) EQUIPMENT Case 580K DIMENSIONS 18-inch bucket DEPTH(feet)- 2 - 3 — it — 5 6 — 7 — 8 —SAMPLE NO1 2 n SK PB M BLOWS /FOOGROUND-WATERDESCHIPTIOH Dry mottled orange SILTY FINE TO MEDIUM SAND (SM) FILL Dense dry to damp mottled orange SILTY FINE TO COARSE SAND (SM) increasing density DECOMPOSED GRANITE TOTAL DEPTH - 2 feet Practical refusal to backhoe No groundwater encountered at time ot excavation MDISTURECONTENT ZTRENCH NO T - 1 B h 1 OTEERTESTSDescriptions on this log apply only at the specific excavation location and at the time the excavation was made The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times PROJECT NO 1336-SI01 BALDWIN OFFICE/WAREHOUSE FIGURE NO A - 2 GROUP DELTA CONSULTANTS, INC Engineers and Geologists TRENCH LOG LOGGED BY WEG DATE EXCAVATED 02/04/91 ELEVATION 3*8 5+ feat (MSLD) EQUIPMENT Case 580K DIMENSIONS 18-inch bucket H <U P>4 0)U <H Q ^^ 1 2 _ 3 — k — 5 — 6 — j 8 — i w H BLOWS /FOOTGROUND-WATERDESCRIPTION Dry to damp mottled orange SILTY FINE TO COARSE SAND (SM) | FILL | Dense damp mottled orange SILTY FINE TO COARSE SAND (SM) DECOMPOSED GRANITE TOTAL DEPTH - 2 feet Practical refusal to backhoe No groundwater encountered at time of excavation MOISTURECONTENT ITRENCH NO T - 2 Bn(/) 5<H i&OTHERTESTSDescriptions on this log apply only at the specific excavation location and at the time the excavation was made The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times PROJECT NO 1336-SI01 BALDWIN OFFICE/WAREHOUSE FIGURE NO A - 3 GROUP DELTA CONSULTANTS, INC Engineers and Geologists I TRENCH LOG LOGGED BY WEG DATE EXCAVATED 02/04/91 EQUIPMENT Case 580K DIMENSIONS 18-inch bucket H <1> W W Q — - 1 2 — 3 — it — 5 — 6 — 7 — 8 — g la E-i «5 «GROUND-WATERD E S C R I F ELEVATION 351+ feet (MSLD) T I 0 H Dry mottled orange SILTY FINE TO MEDIUM SAND (SM) FILL Dense dry to damp mottled orange SILTY FINE TO COARSE SAND <SM) TOTAL DEPTH -15 feet Practical refusal to backhoe DECOMPOSED GRANITE No groundwater encountered at time of excavation MOISTURECONTENT ITRENCH NO T - 3 £ I-H I/I 5"n°st £a OTHERTESTSDescriptions on this log apply only at the specific excavation location and at the time the excavation was made The descriptions on this log are not warranted to be representative of PROJECT NO 1336-SI01 BALDWIN OFFICE/ subsurface conditions at other locations or times WAREHOUSE FIGURE NO A - 4 GROUP DELTA CONSULTANTS, INC Engineers and Geologists LOGGED BY WEG EQUIPMENT Case 580K ^RUa -sQ ^ - 2 — _ 3 — 4 — 6 — 7 — 8 — g wP! 3 w k n 8 c^SQ n Q § 0 ^ TRENCH LOG DATE EXCAVATED 02/QI./91 ELEVATION 350+ feet (MSLD) DIMENSIONS 18-inch bucket DESCRIPTION Dry mottled orange, SILTY FINE TO MEDIUM SAND (SM) F_ILL Dense dry to damp mottled orange SILTY FINE TO COARSE SAND (SM) DFCOMPOSED GRANITE TOTAL DEPTH - 1 5 feet Practical refusal to backhoe No groundwater encountered at time of excavation E-i W 2 OO TRENCH NO T - 4 £ t/1 M VIQ £g SH H W Descriptions on this log apply only at the specific excavation location and at the time the excavation was made The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times PROJECT NO 1336-SI01 BALDWIN OFFICE/WAREHOUSE FIGURE NO A - 5 GROUP DELTA CONSULTANTS, INC Engineers and Geologists I I I I I I I I I I I I I I I I I I I APPENDIX B SPECIFICATIONS FOR ENGINEERED FILL GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I SPECIFICATIONS FOR ENGINEERED FILL These specifications present the minimum requirements for grading operations performed under observation and testing of the Geotechnical Engineer, and are specific to the proposed project site No deviation from these specifications will be allowed, except where specified in written communication signed by the Geotechnical Engineer or Engineering Geologist GENERAL A The Geotechnical Engineer and Engineering Geologist are the Owner's representative on the project For the purpose of these specifications, observation and testing by the Geotechnical Engineer includes that observation and testing performed by any person or persons employed by, and responsible to, the licensed Geotechnical Engineer or Engineering Geologist signing the soil report B All earthwork performed on the project shall be conducted under the continuous observation of the Geotechnical Engineer C It is the Contractor's responsibility to initially remove all unsuitable surficial materials and any other materials considered unsatisfactory by the Geotechnical Engineer He shall then prepare the ground surface to receive the fills to the satisfaction of the Geotechnical Engineer and to place, spread, mix, water, and compact the fill in accordance with the specifications D It is the Contractor's responsibility to have suitable and sufficient compaction equipment on the job site to handle the amount GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I I J C BALDWIN CONSTRUCTION CO February 12, 1991 Project No 1336-SI01 Page B-2 of fill being placed If necessary, excavation equipment will be shut down to permit completion of compaction Sufficient watering apparatus will be provided by the Contractor, with due consideration for the fill material, rate of placement, and time of year A final report will be issued by the Geotechnical Engineer and Engineering Geologist attesting to the Contractor's conformance with these specifications II SITE PREPARATION A All vegetation and deleterious material, such as rubbish, shall be removed from the areas to be graded and disposed of off site This removal must be concluded prior to placing fill B Any materials determined by the Geotechnical Engineer as being unsuitable for placement in compacted fills shall be removed and disposed of away from the site Any material incorporated as a part of a compacted fill must be approved by the Geotechnical Engineer C After the ground surface to receive fill has been cleared, it shall be scarified, disced, or bladed by the Contractor until it is uniform and free from ruts, hollows, hummocks, or other uneven features which may prevent uniform compaction The scarified ground surface shall then be brought to optimum moisture, as determined by the Geotechnical Engineer, mixed as required, and compacted as specified If the scarified zone is greater than 12 inches in depth, the excess shall be removed and placed in lifts restricted to 12 inches GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I I J C BALDWIN CONSTRUCTION CO February 12, 1991 Project No 1336-SI01 Page B-3 Prior to placing fill, the ground surface to receive fill shall be inspected, tested as required, and approved by the Geotechnlcal Engineer III COMPACTED FILLS A Materials for compacted fill shall consist of any on-site or imported material that, in the opinion of the Geotechnlcal Engineer, is suitable for use in constructing fills The material shall contain no rocks are hard lumps greater than 24 inches in size, and shall contain at least 40 percent of material smaller than 1/4-inch in size Any roots or other organic matter missed during the initial grading shall be removed from the fill as directed by the Geotechnlcal Engineer B Rock fragments greater than 6 inches in size may be utilized in the fill provided 1 They are not placed in concentrated pockets 2 There is a sufficient percentage of fine-grained material to surround the rocks 3 Sufficient compactive effort is to be applied to the fill material to achieve the minimum required degree of compaction specified 4 The distribution of the rocks is observed by the Geotechnlcal Engineer C Rocks greater than 24 inches In diameter shall be taken off site GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I I J C BALDWIN CONSTRUCTION CO February 12, 1991 Project No 1336-SI01 Page B-4 D Material that is spongy, subject to decay, or otherwise considered unsuitable by the Geotechnical Engineer shall not be used in the compacted fill E Material placed within 36 inches of rough grade shall be select material that contains no rocks or hard lumps greater than 6 inches in size, and has an expansion index (El) of no more than 50, determined in accordance with UBC Standard No 29-2 Potentially expansive soils (soils with an El greater than 50) may be used in fills below a depth of 36 inches and shall be compacted at a moisture content greater than the optimum moisture content for the material F Representative samples of materials to be utilized as compacted fill shall be analyzed in the laboratory by the Geotechnical Engineer to determine their physical properties If any material other than that previously tested is encountered during grading and, if the Geotechnical Engineer considers the quantity of this material to be significant, the appropriate analysis of this material shall be conducted by the Geotechnical Engineer as soon as possible G Material used in the compacting process shall be evenly spread, watered or dried, processed and compacted in thin lifts not to exceed twelve inches in thickness to obtain a uniformly dense layer The fill shall be placed and compacted on a horizontal plane, unless otherwise approved by the Geotechnical Engineer H Before compacting, the soil shall be mixed to a minimum moisture equal to the optimum water content as determined by ASTM D-1557-78 The maximum allowable moisture shall not exceed 3 percent above the optimum moisture content of the soil GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I I J C BALDWIN CONSTRUCTION CO February 12, 1991 Project No 1336-SI01 Page B-5 I Each layer shall be compacted to at least 90 percent (90%) of the laboratory maximum density as determined by ASTM D-1557-78 J If the moisture content or relative compaction varies from that required by the contract documents, the Contractor shall rework the fill until it is approved by the Geotechnical Engineer K All fills shall be keyed and benched through all topsoil, colluvium, alluvium or creep material, into sound bedrock or firm material where the slope receiving fill exceeds a ratio of five horizontal to one vertical, in accordance with the recommendations of the Geotechnical Engineer L The Contractor will be required to obtain a minimum relative compaction of 90 percent (90%) out to the finish slope face of fill slopes This may be achieved by either overbuilding the slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment, or by any other procedure which produces the required compaction If a method other than overbuilding and cutting back to the compacted core is to be employed, slope tests will be made by the Geotechnical Engineer during construction of the slopes to determine if the required compaction is being achieved Where failing tests occur or other field problems arise, the Contractor will be notified by the Geotechnical Engineer M All fill slopes should be planted or protected from erosion by methods specified in the soils report or by means approved by the governing authorities N Upon completion of grading and termination of observations by the Geotechnical Engineer, no further filling or excavating, including GROUP DELTA CONSULTANTS, INC I I I I I I I I J C BALDWIN CONSTRUCTION CO February 12, 1991 Project No 1336-SI01 Page B-6 that necessary for footings, foundations, large tree wells, retaining walls, or other features shall be performed without the approval of the Geotechnical Engineer or Engineering Geologist 0 Care shall be taken by the Contractor during final grading to preserve any berms, drainage terraces, interceptor swales, or other devices of a permanent nature on or adjacent to the property P Erosion control measures, when necessary, shall be provided by the Contractor during grading prior to the completion and construction of permanent drainage controls Q All utility trench backfill shall consist of clean granular soil, free of rock and other debris Backfill shall be placed and compacted in accordance with the specifications outlined in Item VI, Utility Trench Backfill IV CUT SLOPES A The Geotechnical Engineer shall inspect all cut slopes excavated in rock, lithified or formational material at vertical intervals not exceeding ten feet B If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered during grading, these conditions shall be analyzed by the Geotechnical Engineer and recommendations shall be made to treat these problems C Cut slopes that face in the same direction as the prevailing drainage shall be protected from slope wash by a nonerosive interceptor swale placed at the top of the slope GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I J C BALDWIN CONSTRUCTION CO February 12, 1991 Project No 1336-SI01 Page B-7 D Unless otherwise specified in the soils and geological report, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of controlling governmental agencies E Drainage terraces shall be constructed in compliance with the ordinances of controlling governmental agencies, or with the recommendations of the Geotechnical Engineer V GRADING CONTROL / A Inspection of the fill placement shall be provided by the Geotechnical Engineer during the progress of grading B In general, density tests should be made at intervals of approximately two feet of fill height and for every 500 cubic yards of fill placed These general criteria will vary depending on the soil conditions and the size of the job In any event, an adequate number of field density tests shall be made to indicate, in the judgement of the Geotechnical Engineer, that the required compaction is being achieved C All ground processed to receive fill and key excavations must be inspected and approved by the Geotechnical Engineer prior to placing any fill It shall be the Contractor's responsibility to notify the Geotechnical Engineer when such areas are ready for inspection, and to provide reasonable time for the inspection VI UTILITY TRENCH BACKFILL A Trench backfill shall consist of clean granular soils approved by the Geotechnical Engineer The soils shall be nonexpansive and GROUP DELTA CONSULTANTS, INC I I I I I I I I I I I I I I I I I I I J C BALDWIN CONSTRUCTION CO February 12, 1991 Project No 1336-SI01 Page B-8 contain no rocks or chunks of hard soil larger than one inch in dimension B All trench backfill shall be compacted to a minimum of 90 percent of the laboratory maximum dry density as determined by ASTM D-1557-78 Backfill soils shall be placed in lifts no greater than six inches, wetted to achieve optimum moisture or within 3 percent (3%) above optimum and wheel-rolled or compacted with mechanical equipment C When compacting the soils in close proximity to utilities, care should be taken such that mechanical methods used in compacting the soils will not damage the utility D The backfill shall be tested by the Geotechnical Engineer at vertical intervals of no greater than two feet to ascertain conformance of the compaction specification E The Contractor should exercise the necessary and required safety precautions in all trenching operations The Geotechnical Engineer shall not be responsible for the safety of trenching operations or stability of the trenches GROUP DELTA CONSULTANTS, INC CITY OF CARLSBAD - COMMUNITY FACILITIES DISTRICT NO 1 BUILDING INITIALS PLANNING INITIALS ENGINEERING INITIALS FINANCE INITIALS SPECIAL TAX CALCULATION WORKSHEET FOR THE DEVELOPMENT OF NON-RESIDENTIAL PROPERTY •• PLEASE PRINT ** ONE PER EACH BUILDING PERMIT •*• DATE COMPLETE IN BUILDING DATE COMPLETE IN PLANNING DATE COMPLETE IN ENGINEERING DATE COMPLETE IN FINANCE DATE BUILDING PERMIT ISSUED DRAFT REQUIRED INFORMATION FINAL BUILDING Q a A) PLAN CHECK NUMBER AND/OR BUILDING PERMIT NUMBER <? 5 ~ ( *( 7 B) PROPERTY OWNER(S) AS LISTED ON TITLE CX A V«AC-S ^} A \e^oJ v --v C) ASSESSOR'S PARCEL NUMBER (S) OR APN AND LOT NO'S FROM RECORDED FINAL MAP 2_ <£> D) DESCRIPTION OF WORK. I , (1C Q CT ' OTTSCC M 1SJ) $ C*-'*e.«J'eo<J^-€L. °i -OH\ -is PU E) F) G) H) \NNING DATE OF INITIAL PARTICIPATION IN CFD GENERAL PLAN DESIGNATION (S) (BOXES PROVIDE FORTHREE DIFFERENT USES, EXPAND AS REQUIRED ) F1) ?-*£F2> .F3) . NET DEVELOPABLE ACREAGE THAT WILL REMAIN BY GENERAL PLAN USE AFTER THESE STRUCTURE(S) ARE BUILT G1> (?)W AC G2)Aq G3) AC TYPE OF LAND USE CREATED BY THE ISSUANCE OF THE BUILDING PERMIT H1)^cUW|H2) ^H3) t EN 1) J) K) GINEERING SQUARE FEET OF BUILDING PER USE INDICATED IN (H) ABOVE H)son 12)son \W son IMPROVEMENT AREA (CHECK ONE) f WITHIN THE BTD - IMPROVEMENT AREA I>C) OUTSIDE THE BTD - IMPROVEMENT AREA II ( ) PARCEL 43 MflP HO 1254.1 RECORDED JO PJE&83 LEGAL DESCRIPTION (ATTACH IF REQUIRED, CHECK ONE) ^u LEGAL REQUIRED IF TOTAL NET REMAINING DEVELOPABLE ACREAGE (G ABOVE) IS ZERO (0) ATTACHED! ) NOT REQUIRED ( ) I BUILDING FAX TO BARBARA HALE 296-3783 FINANCE L) SPECIAL DEVELOPMENT TAX - ONE-TIME, RATE PER SQUARE FOOT (FROM SPECIAL TAX TABLE BASED UPON DEVELOPED USE ) L1) $ M) SPECIAL TAX - ONE-TIME (I x L) Ml) $ L2) $ M2) $ L3) $ M3) $ N) OBLIGATION FOR UPCOMING YEAR IF THE PARCEL IS ISSUED A BUILDING PERMIT BETWEEN MARCH 2ND AND JUNE 30TH, AN OBLIGATION FOR THE UPCOMING YEAR IS CREATED AND WILL BE LEVIED IN THE FOLLOWING FISCAL YEAR OBLIGATION CREATED YES ( ) NO ( ) TOTAL PAYOFF OPTION 1: OPTION 1 , WILL BE RELEASED WHEN ALL OUTS UPCOMING YEAR (N), UNDEVELOPED SPECIAL WILL BE RELEASED IF THERE IS ONLY THE CU ARE PAID DISTRIBUTION OF PAYOFF ACCOUNT NO 430 PASS THRU OPTION 2: SPECIAL TAX LEVIED FOR A PERIOD OF TWENT UPCOMING YEAR'S TAXES WILL REFLECT THE WOULD BEGIN IN THE FOLLOWING FISCAL YEA SUM OF (M) ABOVE THE SPECIAL TAX LIEN OSTANDING OBLIGATIONS HAVE BEEN PAID IN FI TAX WILL BE LEVIED IN THE UPCOMING FISCAI RRENT YEAR'S OBLIGATION OUTSTANDING, T> -810-1340-8032 SUM OF (M) ABOVE TIMES 13 81% THEAMOU Y-FIVE (25) YEARS IF THERE IS AN OBLIGATK DBLIGATION OF UNDEVELOPED LAND TAX TH R N THIS PROPERTY, WHEN CHOSING JLL. IF THERE IS A OBLIGATION FOR THE .YEAR, AFTER PAYMENT OF WHICH THE LIEN IE LIEN IS RELEASED BOTH INSTALLMENTS OPTION 1 9 NT SHOWN IS THE MAXIMUM ANNUAL )N FOR THE UNPCOMING YEAR (N), THE E TWENTY-FIVE YEAR ANNUAL SPECIAL TAX OPTION 2 9 BUILDING O) TRANSFER THE ABOVE AMOUNTS ONTO THE NON- RESIDENTIAL CERTIFICATE AND OBTAIN THE SIGNATURE OF THE PROPERTY OWNER BEFORE ISSUING A BUILDING PERMIT DISTRIBUTION ORIGINAL FINAL CALCULATION SHEET, LEGAL, SIGNED CERTIFICATE AND CHECK A COPY OF THE CALCULATION SHEET AND SIGNED CERTIFICATE A COPY OF THE CALCULATION SHEET AND SIGNED CERTIFICATE THROUGH CASHIER TO FINANCE BUILDING PERMIT FILE PROPERTY OWNER NOVEMBER 17,1992 NON-RESIDENTIAL TO NON-RESIDENTIAL LAND OWNER PLEASE READ THIS OPTION AGREEMENT CAREFULLY AND BE SURE YOU THOROUGHLY UNDERSTAND THE OPTIONS BEFORE SIGNING THE OPTION YOU CHOOSE WILL AFFECT YOUR PAYMENT OF THE DEVELOPED SPECIAL TAX ASSESSED ON YOUR PROPERTY THIS OPTION IS AVAILABLE ONLY AT THE TIME OF BUILDING PERMIT ISSUANCE PROPERTY OWNER SIGNATURE IS REQUIRED BEFORE BUILDING PERMIT WILL BE ISSUED o ^ NarjwFof Owner Telephone U 1 r <3 Address l> Project Address U /^MH^Carlsbad ,CA City State Zip Code City State Zip Code - I&-QQ Assessor's Parcel Number, or APN and Lot Number Case # Building Permit # As cited by Ordinance No NS-155 and adopted by the City Council of the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No 1 All Non-Residential Property, upon the issuance of the first building permit shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX - ONE-TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years Please indicate your choice by signing below I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE Option (1) I elect to pay the SPECIAL DEVELOPMENT TAX now, as a ONE-TIME ent Amount of One-Time Special Tax $ /% .^.ZLi. "7 / Date Option (2) I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years Maximum Annual Special Tax $ Signature of Owner of Land Date The City of Carlsbad has not independently verified the information provided by you or the developer upon your behalf Therefore, we accept no responsibility as to the accuracy or completeness of this information NON-RESIDENTIAL RECEIVED FROM. jn>BARBARAA.HALE PHONE: (619) 296-4407 CARLO KADIE PHONE (619)296-1450 JEFFERYA HAMILL PHONE (619)296-3665 " Psr r F3) G) NET DEVELOPABLE ACREAGE THAT WILL REMAIN BY GENERAL PLAN USE AFTER THESE STPUCTUREJS) ARE BUILT IG1) ^»7S | V^ AC 02) HI TYPE OF LAND USE CREATED BY THE ISSUANCE OF THE BUILDING PERMIT m)C>ff-ic^ HJ\O oKehcoss: IG3) AC; |H3) "" " ^ AC ENGINEERING I) SQUARE FEET OF BUILDING PER USE INDICATED IN (H) ABOVE SOFT] AREA(CHEdKORl) ~~~ WITHIN THE BTD - IMPROVEMENT AREA I 113) SQFJ OUTSIDE THE BTD - IMPROVEMENT AREA II ( ) K) LEGAL DESCRIPTION (REQUIRED ONLY WHEN Q ABOVE IS ZERO(0)) PARCELl^L OF PARCEL MAP lggfe.1 IN THECITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THEOFFICE J OF TH E SANDIEGO COUNTY RECORDER ON "Fgga IS- 1*383 (IF THE ABOVE IS NOT ADEQUATE A FULL LEGAL DESCRIPTION MUST BE ATTACHED) J5QFTJ i i BUILDING FAX"TO BARBARA HALE 296-3783" FINANCE SPECIAL DEVELOPMENT TAX - ONE-TIME, RATE PER SQUARE FOOT (FROM SPECIAL TAX TABLE BASED UPON DEVELOPED USE) IP' M) SPECIAL TAX - ONE^fiME (Ix L) "FL3)" $ M3) $ ; MTOBllGATIOM FOR UPCOMING VEAfT'lF THE PARCEL ISlSSUED A BUHblMQ'PERMT Bg!WEENJtf!A^CT?TND'ATgD^UNE^OTHrATJ -- OBLIGATION FOR THE UPCOMING YEAR IS CREATED AND WILL BE LEVIED IN THE FOLLOWING FISCAL YEAR OBLIGATION CREATED YES' TOTAL PAYOFF OPTION 1 SUM OF (M) ABOVE THE SPECIAL TAX LIEN ON THIS PROPERTY, WHEN CHOSINGJSI FSLOPTION 1, WILL BE RELEASED WHEN ALL OUTSTANDING OBLIGATIONS HAVE BEEN PAID IN FULL IF THERE IS A OBLIGATION FOR THE UPCOMING YEAR (N), UNDEVELOPED SPECIAL TAX WILL BE LEVIED IN THE UPCOMING FISCAL YEAR AFTER PAYMENT OF WHICH THE LIEN WILL BE RELEASED IF THERE IS ONLY THE CURRENT YEAR S OBLIGATION OUTSTANDING, THE. LIEN IS RELEASED BOTH INSTALLMENTS ARE PAID [OPTION 1 9 ^ ^ . , DISTRIBUTION OF PAYOFF ACCOUNT NO 430-810-1340-8032 1=*- | <=*=* ' > 1 PASS THRU OPTION 2.Ji SUM OF (M) ABOVE TIMES 13 81 % THE AMOUNT SHOWN IS THE MAXIMUM ANNUAL SPECIAL TAX LEVIED FOR A PERIOD OF TWENTY-FIVE (25) YEARS IF THERE IS AN OBLIGATION FOR THE UNPCOMING YEAR (N), THE UPCOMING YEAR'S TAXES WILL REFLECT THE OBLIGATION OF UNDEVELOPED LAND TAX THE TWENTY-FIVE YEAR ANNUAL SPECIAL TAX WOULD BEGIN IN THE FOLLOWING FISCAL YEAR _C PTION 2 $ BUILDING- I* TRANSFER THE ABOVE AMOUNTS ONTO THE NON-RESIDENTIAL CERTIFICATE AND OBTAIN THE SIGNATURE OF THE PROPERTY OWNER BEFORE ISSUING A BUILDING PERMIT DISTRIBUTION ORIGINAL FINAL CALCULATION SHEET, LEGAL, SIGNED CERTIFICATE AND Ol IEOK A COPY OF THE CALCULATION SHEET AND SIGNED CERTIFICATE A COPY OF THE CALCULATION SHEET AND SIGNED CERTIFICATE THflQUOl IGA3I HER TO FINANCE BUILDING PERMIT FILE PROPERTY OWNER SEPTEMBER 7,1993 VALID UNTIL