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Home My WebLink About1901 CAMINO VIDA ROBLE; ; 86-592; PermitDECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTORo o I if fa~° 3S.3. = 3i>IHU<JIKJN. WHblHtH bktUHbU HbHbIN UH NU 1 . 1 ALbU AbHfcb I U bAVb INUfcMNtt- 1 AND ,r AWT <= CI^MATMCIC * n nKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND ftppuu*N => btUNAUJRE * OWNER U CONTRACTOR UEXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THEGRANTING OF THIS PERMIT ' BV PHONE U•D 1 JO' 0 irt [D fr $?!^ ^r~ O u >E CAREFULLY EXAMINED THE COMPLETED "APPLICATION AMD PERMIT" AND DOiFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON iNCLUDARATIONS ARE TRUE AND CORRECT AND 1 FURTHER CERTIFY AND AGREE IF A F= 0 TO COMPLY WITH ALL CITY. COUN'IY AND STATE LAWS GOVERNING BUILD/-i — t H m9 _ I CO•r ~j~ m -<Expiration Every permil issued by trie Building O'fioaf under the provisions ot thpsCode shaM expire by limitation and become nuit ana vota (t the buiidtng 01 wordauthorized By such permit is not commenced witfsin 1 80 days from the aate o( suchpermit, or il the building or work authorized by such permit is suspended orabandoned at any time after ihe work is commenced lor a period of 180 davs* AN OSHA PERMiT5 0 DEEP AND DCSTRUCTURES OV€.S REQUIRED FOR EXCAVATIONS OVEMOUTION Ofl CONSTRUCTION Of1 3 STORIES IN HEIGHTI- i — iTOTAL FEES PAYABLEjV CREDIT DEPOSIT^"-• \ \/ "Cc:13 V ^ o *.£FT-33 -n-n 0= LTl T?XTJX LICENSE TAX 00' -?1 0-00 C^ XJ>TJ1C GAfiAGE~n ~n ~DXT?f;Q -£• OO(n— <"f oo oo o 33 o —1 da oHELECTRICAL PERiviiT - ISSUE\} O-j OCD rm O m cr,m c ID ID CD J] Ocr^ ~n OJ Q O Q d> Oa -^J CD O— 1I-' I CICD O ~n1= C/l c.-j ?. h O •H x o k* ^ 33O1C RELOCATION OF EA FURNACE HEATEReno a h EACH VACUUM BRIAKFRMECH tXHAUSl HOOD DUCTSr~" oCD CDCD I>1Cm>-D r"><ID =•=< < Srri -n5 5 i 1 ^ : if ac:rj •H • • i o c^ en CJ -Ci t^> in oo _TJ c^ <00^] BOILER COMPRESSOR 3 '5 HP— io o IX: 1 ID—1JC ^~ i BOILER. COMPRESSOR UPT03 HPCDn: CD CDo CD OCD CDCD do 5C \ oXCT•rn O 3! O ro—i C/l ICJ o Cc o ^1 ^ IX—1cI?J>h ^^ c: a — i C,' a CD CD oCDo — (c: O) jj CO CD OCD "^J CD 1 1 1 OHPLUMBING PERMIT - ISSUE^o-\ mO 6 Tlm H COc;m 1 SUMMARY/ACCOUNT NUMBERPARK i NG SPACF-I C Z OB O z n % n - UJc a REDEVELOPMENTAREA•• Z! fJLJTYPECONSTOCC LOADc S a 1 ^J^i.\6-ftjT\ ' n " z G r H 50m C/i Ono Cl mOc W DESIGNER'S ADDRESS[ STATE LICENSE NO.IDESC*H62.O033 1 OWNER'S. MAILING ADDRESSDESIGNER . .DESIGNER'S PHONE*of l^a//rf (/n/err Machine Certified1OWNER'S NAME"OWNER'S PHONECONTRACTOR'S ADDRESSSTATE LICENSE NO." BUILDING SQ. FOOTAGErOBLOCKSUBDIVIStONASSESSO R PARCEL NO.CONTRACTORCONTRACTORS PHONE *r*O•z.m OasDam1/1fiw p Zm m o3)O ro o Hm O•n TJur CATIONBUSINESS LICENSE #i m S !Q 1<;CARLSBAD BUILDING DEPARTMENT APPI ipATION A PFF2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 Mrrui^Miiwn a rcrH O9t—r~-oOmOi —0"JtJm3D T3 O ZH HO T] r-i— Z Z•nO3 -t O Z H I Z W Dmo m z DmOr- -1 O Zw White — Inspector Green — (1) Finance Yellow — Assessor Pink •— Applicant Gold — Temporary File DEVELOPMENTAL SERVICES BUILDING DEPARTMENT MR Date: 3-2-87 To: Centre Dev. 2204 Garnett Ave. Suite 102 San Diego, CA. 92109 Op of 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92008-1989 TELEPHONE (619) 438-L161 PC// 86-592 Dated 10-31-86 Cribwall - Camino Vida Roble EXPIRES: 4-31-87 Subject: Plan Check Expiration Our records indicate that you have not obtained your building permit for which you filed an application on the date shown above. The provisions of Section 304(c) of the Uniform Building Code state: Sec. 304(c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resufomit plans and pay a new plan check fee. For your convenience, please check the appropriate box below indicating your intentions and return this letter to the address above. Project abandoned. I will pick up plans in 10 days. Signature Date Project abandoned, plans may be destroyed. Signature Date Maximum 180-day time extension requested for the following reason: Permit issuance has been delayed by Carlsbad Planning Department pending their review.Signature Date If you have any questions, please contact the Carlsbad Building Department at 438-1161. MARTIN ORENYAK Building OfficTa"! ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92123 (619) SCO-1468 DATE:(6 31 \ 5(Si JURISDICTION: CflnrZ-US'Bi'VO PLAN CHECK NO: f& PROJECT PROJECT ADDRESS: C^ f~ NAME : C i>-Er9^-r Vvn i voo V 1 £># \2LcX3utr~ -(STW^iO]6J6r U^nui^ Q APPLICANT QPLAM- CHECKER QFILE COPY QUPS DESIGNER D D D 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 the jurisdiction's building codes when minor deficien- cies identified QM TH^ tfrTTKL Mfr=o SvA^g^T' 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 check list transmitted herewith is for your information. The plans are being held at Es"gil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check 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: T 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 Enclosures: CD Pi "To C. F M Priori -fo •g.y . in; uuvrt- .Prepared byt VALUATION AND PLAN CHECK FEE O Bldg. Dept. p Esgil PLAN CHECK NO. BUILDING ADDRESS -IT VJlJ>fl- APPLICANT/CONTACT BUILDING OCCUPANCY _M Co. PHONE NO, DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION Ujcc\\ Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA •L 431'£1P&y VALUATION MULTIPLIER M.°£ "§ e e VALUE •v " - v^;ar W.3J& Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee $ D Energy Regulations (Fee x 1.1) O Handicapped Regulations (Fee x 1.065) / 6* COMMENTS: 8/4/82 0&CtL—MOORE 5. TA B E R GEOTECHNICAL ENGINEERS 'A^D GEOLOGISTS •*53O EAST LA PALMA AVENUE • ANAHEIM, CALIFORNIA S2BO7 • t7)A> 779-2&9I OTHER OfflCE BAKERSFiELD StS^jniVtJ&l TW^- 9 O >^HlJ S \B V^<-^ "tO 22 19g6 SoiU tt^ Job No. 285-256 ts l+HH;!VU6r Carlsbad Airport Center 2204 Garnet Avenue San Diego, California 92107 AIRPORT BUSINESS CENTER PHASE I LOT 10 ADJACENT TO PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA | V/% We have reviewed the retaining wall design from a geotechnical point of view for the subject site. We understand that the wall is to support an area around a hlofr jrgncion power pole and the maximum wall height will be aboutjyj jfeet. The retaining wall as designed should be satisfactory. However, we would suggest that either the soil used for backfill be essentially free draining (select granular sandy backfill) or the design value used fpr £he equivalent fluid pressure should be increased to about £3 psf/ft from the 30 psf/ft used in design and then the sandy ori-slte soils may be used for backfill. Because of the proximity of tha^ower^poXe ,^o-^yie construction zone , we recommend _,j;l>at the Construction slope should be no steeper than fee horizontal to one vertical . The toe of the construction slope~"should^TDe~establis'hed by projecting a 1 1/2:1 plane downward from the outside edge of the pole -footing to the catch point at the bottom of the wall and then projecting a 1:1 slope upward to the top. A minimum of five feet horizontal distance away from the pole to top of slope should be maintained at all times; however, it should be noted that SDGE will have final review and their recommendations where applicable will prevail for the placement of the construction slope. RECEIVED rm. <- o 1986 Carlsbad Airport Center Page 2 Typical soil values to use for design should be as follows: Allowable bearing 3000 psf ^middle third) with a maximum toe pressure of JFsOO psf*• •KsXiiartU.','.* , Native undisturbed materials Angle of internal friction 0 Cohesion (C) 300 psf Unit weight of soil 125 ccf Coefficient of friction Jfe.47^F^Eaiau*i. Equivalent fluid pressure - level backfill Clean select granular soil On-site select granular soil In addition to the above, the effects of the power pole must be considered " in any wall desicm.AJ,sjo all backfill behind the ^gJ^^^^hould^e^Cypii^act^d to MDJpercen^of maximum density and ^p* Whd.gravel aubdraihs should be placed near the bottom of the wall or a two cubic-foot/foot gravel wedge should : behind the wall and the wall provided with weep holes, design if applicable should also provide drainage at the back of the wall. This report has been prepared in accordance with generally accepted geotechnical practices and makes no other warranties, either express or implied, as to the professional advice or data included. If there are any questions, please feel free to call. MOORE & TABER Dugald R. Campbell Registered Civil Engineer 18723 (Expires 6-30-89) ta Attachments: None Distribution: (3) Addressee Attention: Mr. Don Cook (1) Retaining Walls Attention: Mr. Mike White With SDGE & portion SE1 - Correspondence Job No. 285-256 - May 22, 1986 San Diego Gas & Electric January 9S 1987 FILE NO. LNC 520 City of Carlsbad Development Processing Services Division 2075 Los Palmas Carlsbad, CA 92009-4859 Attn: Paul York RE: Carlsbad Airport Center Cribwall Construction Dear Sirs: The foundation modification for San Diego Gas & Electric Company's steel pole structure No. 718320 has been completed. A tie back system was installed in accordance with approved plans and specifications and met all of the required testing criteria. The pole site is now ready for the cribwall to be constructed along Palomar Airport Road. The cribwall location has been approved by SDG&E as shown on Foundation Modification Drawing TX-3685, Revision 4, and will become an intricate part of the foundation protection for the steel pole structure. If you have any questions, please call me at 696-2487. Sincerely, David R.vOones Property Management Representative DRJ:jem cc: Zachary Ahinga - SDG&E Mike Delia Vecchia - SDG&E POST OFFICE BOX 1831 • SAN DIEGO, CALIFORNIA 92112 • TELEPHONE: 619^696-2000 MOORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS 4S3O EAST LA PALMA AVENUE • ANAHEIM, CALIFORNIA S28O7 • (714) 779-2591 OTWIB orrict BAKERSFIEUD May 22, 1986 Job No. 285-256 Carlsbad Airport Center 2204 Garnet Avenue San Diego, California 92107 AIRPORT BUSINESS CENTER PHASE I LOT 10 ADJACENT TO PALOMAR AIRPORT ROAD CARLSBAD, CALIFORNIA We have reviewed the retaining wall design from a geotechnical point of view for the subject site. We understand that the wall is to support an area around a hih Jt*nsion power pole and the maximum wall height will be about The retaining wall as designed should be satisfactory. However, we would suggest that either the soil used for backfill be essentially free draining (select granular sandy backfill) or the design value used fpr Jfche equivalent fluid pressure should be increased to about Jg3 psf/'ft from the 30 psf/ft used in design and then the sandy on-slte soils may be used for backfill. Because of the proximity of tha^ower .^pol» •Jf^^^SiB construction zone, we recommend ___ that the Construction slop? should be no steeper than Jfcje horizontal to one vertical . The toe of the construction slope "should "be"^stablis"hed by projecting a 1 1/2:1 plane downward from the outside edge of the pole footing to the catch point at the bottom of the wall and then projecting a 1:1 slope upward to the top. A minimum of five feet horizontal distance away from the pole to top of slope should be maintained at all times; however, it should be noted that SDGE will have final review and their recommendations where applicable will prevail for the placement of the construction slope. RECEIVED im. <, o I98fi Carlsbad Airport Center Page 2 Typical soil values to use for design should be as follows Allowable bearing 3000 psf maximum toe pressure of Native undisturbed materials Angle of internal friction 0 Cohesion (C) 300 psf Unit weight of soil 125 ocf Coefficient of friction »."'4"7I^HkuUuti micJcUe third) with a A a '" [ Equivalent fluid pressure - level backfill Clean select granular soil On-site select granular soil In addition to the above, the effects of the power pole must be considered ' in any wall desicrn.Aj.go all backfill behind the s^^ould^be^Qnipacted t,oWBT$&cfcxK?Qt maximum density and pe SfiSr^rayjff ' »ubdralris fshouTct be placed near the bottom of the wall or a two cubic-foot/foot gravel wedge should be_jJpl*5loH. behind the wall and the wall provided with weep holes. ^nbtfj&lX design if applicable should also provide drainage at the back of the wall. This report has been prepared in accordance with generally accepted geotechnical practices and makes no .other warranties, either express or implied, as to the professional advice or data included. If there are any questions, please feel free to call. MOORE & TABER Dugald R. Campbell Registered Civil Engineer 18723 (Expires 6-30-89) ta Attachments :None Distribution: (3) Addressee Attention: Mr. Don Cook (1) Retaining Walls Attention: Mr. Mike White With SDGE & portion SE1 - Correspondence Job No. 285-256 - May 22, 1986 DEVELOPMENTAL SERVICES 2075 LAS PALMAS DRIVECARLSBAD, CALIFORNIA 92008 €itp of Cartebab Date: To: October 30, 1987 Centre Development 2204 Carnett Avenue Suite 102 San Diego, CA 92109 PC#: 86-592 Expired 10-30-87 Dated: '0/30/86 Subject: Plan Check Expiration Dear Sir: The plan check for your project at: Camino Vida Roble Crib Wail has become null and void due to limitation of time on:lu-iu-87 The provisions of Section 304 (c) of the Uniform Building Code states: Sec. 304 (c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. Ue will hold your plans for 10 days at our office time they will be destroyed. for you to pick up, after which If you have any questions please contact the Carlsbad Building Department at 438-1161. Very truly yours, Martin Orenyak Building Official M0:hh