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HomeMy WebLinkAbout1335 AVIARA PY; ; CB072145; Permit09-19-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No: CB072145 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: / MC 1335AVIARAPYCBAD RETAIN 2150704600 Lot#: $2,808.00 Construction Type: 0 NEW N COAST CALVARY-BUILD 156 SF WALL FOR SDG&E VAULT-UNDER GROUND Applicant: NORTH COAST CALVARY CHAPEL 1330POINSETTIALN CARLSBAD 92011 760 929-0029 Status: ISSUED Applied: 08/17/2007 Entered By: RMA Plan Approved: 08/22/2007 Issued: 08/22/2007 Plan Check#: Inspect Area: Owner: BAY COLLECTION HOMEOWNERS ASSN C/0 NORTH COAST CALVARY CHAPEL 7188AVENIDAENCINAS CARLSBAD CA 92011 Building Permit Add! Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $45.79 $0.00 $29.76 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $76.55 Total Fees:$76.55 Total Payments To Date:$76.55 Balance Due:$0.00 BUILDING PLANS IN STORAGE ATTACHED Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES, NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. City of Carlsbad 1635 faratiay Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Appli c 70313 Buunat and Prohuiom Code: Any Gty or County whid) Rotrires a ptnmt to conilnia, after, improvt, dtrooliih or repair any itrudDrc. prior to in iuuaitce, abo require! the anpliunt for udi permit to file a signed statement that Mis'cemtd purniam to the provision of the Common Ikense l» {Oiapler ?, onimendint with Seflun /OOO of Hrista 3 of die taints; and Pnntssiom Codt) or All he is eiempt therefrm, and the too lor UK aHepd exempt""- Aq ^x™ <*Section 7031.5 by any applion! for a perrnil sukjects the appfiont to a mil f<rdty of rft «n than fm tondred dollan { Woiteri'(M^nttt^\Min^:lb&atyattmm*r^afyot^uiy^olfoMkwng(^ai<i6aTs: O I have and ivlll maintain a certhlc^ of consent to sttf^nwire for wo^^ 3700 of the Labor Code, for the performance of the work for which this permit is issued. O I haw and «rffl maintain workers'compensator!, as retired by Ser^ number are: Insurance Co. PolicyNo. : Expiration Date ^_^_ This section need not be completed if the permit is for one hundred.dollars ($100) or less. O Certificate of Exemption: I certify mat hi the performance of the work for which this permit is issurjd, I shatt not employ arry person in arrymanrwr so as to rjeoome subject to the Wcjrkers'C^ California WARNING: Failure to secure workers.' compensation coverage is unlawful, and thill subject an employer to criminal penalties and civil firm up to one hundred thousand dollars (S100.WO), In addition to the cost o( compensation, damages as provided tor in Section 3708 of fteljborraa^ Interest and attoraey't tees. ^CONTRACTOR SIGNATURE DATE ; tereoy afBrm f/wf I am exempt tan Contractor's Ufcense Law rbrfte roDwinr/reason a l,asc»TOrofmeprot)ertyorirr/en]pk!yees\^wagesaslh*sotea License Law does not apply to an owner of property who builds or improves thereon, ajldvto does such vvofttraraetf or throygjt he <wner^^ sale If, towsver, trebuMngwimprmementissc^warm D I,asov»reroflner«ope^,amexduswerycontrat«rig«imlii»risedoanrj3*rsto not apply to an owner of properly who builds or improves thereon, and contracts for such projects wr*corrtractoits)lit»nsed pursuant to the Corroactor'sUcensel^ D I am exempt under Secfion Business and Professions Code for this reason: 1.!|«rsor^plantoDroviletMrnajcirlatxvardrruteriatsrorconstrixrJono^ QYes ONo 2 ((rwe/havenoQsjgnedanarjrJlirxr^fOTabuMtngpermftta i I have contracted with the following person (firm) to proviofitre promised corrstjucfonOnduoBnarrw address/phorre/conr^^ 4.1 pten to provide portions of the work, but I have hired the fdtowing person to owrdinale, supervise and fjrmide the maprvw* (induce nan^ 5.1 win provide some of the work, but I have contracted (hired) HwfbllovTing persons to provioefM work indicated firidudenam/address/ph jEfpROPERTVOWNERSKSNATURE DATE Is the applicant or future building occupant required to submit a business plan, acuf^ hazardous materials regisfratton form rjr risk manageme^Presley-Tanner Hazardous Substance Account Act? a Yes ONo Is IheaprJcartw Mure taWirg occupant required to *!^ a Yes a No OYes ONo EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a conslnictjon tendirrgag^n<vrbrther»rforTiianceofu^w<^thisperniSisissued (Sea 3097 (I) Civil Code). Lender's Name Lender's Address Icentrf that! nan n^theawOcalna and Iha^aUhorizererjesfirtjlMofftieCiryofCattedtDertBfuponto AGWNST ALL UABUTIES. JUDGMENTS, COSTS AND EXPBISES WHICH I*Y IN ANY WAY ACCRUE AGAINST SAID OTY IN COTSEQUENC€ OF THE GtWmTO OF THIS t^Rt^ OSHAMOSWrjerrrtKrequi^faexcavatonsoraSIJo^andderrolSxicr EXPIRATION: Evary far* issmi by the BiftirigCfiKalunoer the orovr^ 180 days hm OB date of sudi permit or ffte butrjng or work artiorized by su*IKrnr#rssusrjenoWff abandoned at a^ DATE City of Carlsbad Bldg Inspection Request For: 09/18/2007 Permit* CB072145 Title: N COAST CALVARY-BUILD 156 SF Description: WALL FOR SDG&E VAULT-UNDER GROUND Inspector Assignment: MC 1335 AVIARAPY Lot: Type: RETAIN Sub Type: Job Address: .Suite: Location: APPLICANT NORTH COAST CALVARY CHAPEL Owner: Remarks: Phone: 8582541068 Inspector: Total Time: CD Description 69 Final Masonry Requested By: TOM Entered By: CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 08/23/2007 61 Footing AP MC SDG&E STANDARD, TYPE II WALL TIMELESS ARCHITECTURE-INC Architect's Field Report Date: Project Name: Job No.: Project Address: I g> <\ ^ Present at Job Site: \UsfJhauJ y JJ Observations: Field Directive: AM <H^7 ^ c**fflt Items to Verify: Architect of Record: James M. Thayer,/C015575 / ' ,/C01557 Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial Counv. 7313 Carroll Rd. Ste. G San Diego, CA92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 FIELD REPORT INSPECTOR D TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y)(N) APPROVED SHOP DRAWING (Y) (N) ARCHITS6*——FOR WE PROJECT. NO. ENGINEER REPORT NO.PG OF PLAN FILE NO. REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGt SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALISED BY CONTRACTOR (INCLUDE RESEARCHHEPORT NO. OR MATERIAL IEST REPORTS): ' CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA. GRID LINES, PIECES OBSERVED STRUCTURAL NOTES. DETAIL. OR RFIS USED: REMARKS. INCLUDING Mffn JiOLJ 7Tirvg^ae<£A\P>if\ REWORK AS PERCiFNT OF ALL WORK TODAY:PERCENT PROJECT COMPLETION: ^A SAMPLES TAKEN: TEMPERATURE:TESTS REQUIRED: \ SITE TIME START: (. '' LUNCH PERIOD: ^^____ SITE TIME FINISH: TRAVEL TIME:VERIFIED BY: I DO CERTIFY THAT I HAVE^ERSONALLY OBSERVED ALL. AND / OR THEJiePFjfij^DELMJ^PKIFICATIONS i 'ORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, BLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Date of Report /ICBO Certification Number City / County Certification Number Rev: 7/97 Corporate: V 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial Couru, 7313 Carroll Rd. Ste. G San Diego, CA92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 FIELD REPORT TYPE OF WORK D TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO.PG OF CONTRACTOR —T~ Q PLAN FILE NO. SUB-CONTRACTOR. k.-p.ft"PROJECT NAMEM £Wy-/GL. ft/A/*, t* INSPECTION ADDRESS,ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGt SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED ,BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): \ £~l * *•*. it' ^- .^^ . . f\r *•.-./ t * jf*. . . _ *. - i ** tHp^:QUIPMENT/MA cry, CONTRACTORS EQUIPMENT/ MA.NPOWER USED: I "id^V ARE^JSRID LINES, PIECES OBSERVED: S. D, STRUCTURAL NOTES. DETAIL, OR RFIS USED: REI INCLUDINGMEETINGS. • -A. "me I ,A -rO -f/ "T wink."TV REWORK AS PERCENT OF ALL WORK TODAY:PERCENT PROJECT COMPLETION: WEATHER: TEMPERATURE: fa •/ —SAMPLES TAKEN: TESTS REQUIRED: SITE TIME START: LUNCH PERIOD: SITE TIME FINISH: TRAVEL TIME:VERIFIED BY: ) IDOCERTIFKTHATIHAVE AND / OR AJ.LY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, ECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 01 ^—-Signature ^ L TO^ JLO LU Date of Report ICBO Certification Number Print Name City / County Certification Number Rev. 7/97 Corporate: 2992 E. La Raima Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 7313 Carroll Rd. Ste. G San Diego, CA92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92508 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 FIELD REPORT TYPE OF WORK B'fNSPECTOR D TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS (Y) (N) SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) '"'meuess FOR PH *«,REPORT NO.6^- OFXJ CONTRACTORJTTRACTOR ,, f| .— jg^/wi c, - rgi SgJb-^fc. PLAN FILE NO.PERMIT SUB-CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT 0? ( C "7 5 REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANOAL/MTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS v IF THERE IS NON-CONFORMING WORK AT THE END OF THEWORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR' S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK' S REPORTS. S USED BY CONTRACTOR (INCLUDE RESEARCHJtEPORT NO. OR MATERIAL TEST REPORTS): C0IyNT,WCTpjJS EQUIPMENT /MA R USED:,NPOWER U£JS}T& ASEA./BRID LINES. PIECK OBMRVEO:A>jy~ REMARKS. IHCLU01HG MEETINGS: REWORK ASERCENT OF ALL WORK TODAY:PERCENT PROJECT COMPLETION: WEATHER: TEMPERATURE lP SAMPLES TAKEN: TESTS REQUIRED: C$k&* SITE TIME START: CP ?6^ LUNCH PERIOD: /!/'/]>. SITE TIME FINISH:- TRAVEL TIME:VERIFIED BY: I DO CERTIFYJHAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR/rflE/AP,PROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST RETAINING WALL BUILDING PLANCHECK NUMBER: CB BUILDING ADDRESS: AJO C PROJECT DESCRIPTION: Retaining Wall ASSESSOR'S PARCEL NUMBER: 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 cargfuHy^lTcomments attached, as failure to cpjpply wttrfmstruction^in this report can result in syspensjoriof permit to^bdfld. By:Date: DENIAL Please see the attached report of deficiencies marked with DMake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: ATTACHMENTS Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON NAME: KATHLEEN M. FARMER City of Carlsbad ADDRESS: 1635 Faraday Ave ' Carlsbad, CA 92008 PHONE:(760) 602-2741 H:\WORD\DOCS\CHKLST\Retaining Wall Building Plancheck Cklist Form KF.doc 1635 Faraday Avenue • Carlsbad, CA 92008-7314 » (760) 602-2720 • FAX (760) 602-8562 1ST/}RD/ BUILDING PLANCHECK CHECKLIST RETAINING WALLS 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures (dimensioned from street) C. Property Lines D. Easements E. Retaining Wall (location and height) Q 2. Show on site plan: A. Drainage Patterns B. Existing & Proposed Slopes C. Existing Topography 3. Include on title sheet: A. Site Address B. Assessor's Parcel Number C. Legal Description D. Grading Quantities Cut Fill Import/Export (Grading Permit and Haul Route Permit may be required) Q Q 4. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by:Date: Q Q MISCELLANEOUS PERMITS 5. 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. A separate Right-of-Way issued by the Engineering Department is required for the following: Please obtain an application for Right-of-Way permit from the Engineering Department. Page 1 H:\WORD\DOCS\CHKLST\Retaining Wall Building Plancheck Cklist Form DR.doc 7Z^TAl^^(^^/\AJ&^r ^i®£ ofA^tAKs ! i ' | C t PAD USAfiE {COMTtNEDV PAD USAGE iTHRE-PHA^ PRrMARYMItl^^^•'MFTP'ff CABfMFTtSSS'Si'SiiSSlSSSSSSuMK ^>™™(fi^^.^Sfe-1S^i'JW^S!^SiW^BS^Cv THREE-PHASE TRANSFORMER THREE-PHASE TRANSFORMER THREE-PHASE UVEFRONT TRANSFORMER lffMEE^H7^"TRAYBR wr4^WAY^^=^^^^^^"-'^^^^^^^'^^^T?+^.!+^,Jl*£A£~£fZf"2Zgm£fi!~"l£?fX"££f£?XZf~~*'"r—t*f**X?ZX*»*^•"7'V***"***"*""M1*'*""*""v.yvfg5g'-'i*'"'--'**"*''-'''"r':— iVV-nV- ilSEEHAMjRAMJlffl^&ji^Ss^^^^s^^ CONST STD> 3425 3426 3427 Ssssss^: SS-^AOQ-tSS£x3ir^:-Si - . • • .. • • PAD OR STRUCTURE DIMENSIONS AND MINIMUM OPERATING VflDTH •A' ssSSr^tt* c*»*JK?a2iSS'ASitivo *"~O *SN?SM "^.•HSC.:. i^SSS 6'-6" (1981) 6-6- (1981) 8'-2" (2489) §S?7*-10"^^; ^(21 34)^-?f»«i^«**«« ..-'... «,'r,'v vHvv" R'_ a" SKSKSVM«!!"» 0 ~33a:*AV^T.V.' f*}t£ A O\ •VAttSSS?Sa\.2o42).sa^ 'B' ip^-ii"^ ~7V^55Jl, X* *A j*kf>%"""<»*••*«* f j 4&UU 1 *••«'S5awrl.'**»s»y?sw 4*-11B (1499) 6*-3" (1905) 7'— 8" (2337) •^%4'-8"^ ill(1422)stf ffivvC-SKA'— R*sSsS5 iM?(!422)^w-w?.-.-.; istias MINIMUM CLEARANCE _^AWDIMENSIONS (§TAD) V pl8-« |(457)| 18" (457) 18* (457) 18" (457) |;4'-4":; ;(r321)s U'-4% f0321)| V isi8":§ |(457) 18" (457) 18" (457) 18" (457) yss:* <•>>""""»18 '-SB 1(457): C'Jv™-'taavHVAV » O %V£1(457): i V :52Si^r~HSSKK\5 SS 1(1524): 2' (610) 2* (610) 2* (610) S-HvCy-Hri i(610)| 1(610)1 CABL€ JUNCTION PEDESTAL STRUCTURE USAGE PRIMARY CONSTsm 3523A PAD OR STRUCTURE DIMENSIONS AND MINIMUM OPERATING WIDTH 'A' 4'-10" (1473) 'B* 2'-6" (762) 'd' ?(2438): 8' (2438) 8' (2438) 8V (2438) iV.V.?.'o«*«V.V.•ss»8 :-:->£•:- ?(2438): V.V.V.*. ft S .V.V.Vr-^E-B ivS-v ^(2438): MINIMUM CLEAR AtaCE s-J$)s^ DIMENSIONS VST^^D) V 18".***. (457) V 18" ***(457) V 18"»*» (457) 'd* 8' ., (2438), - "/-•'•'•r .'. \::.--"---.-- .-. :.- . : •.: ' -- : • . - .. , .. •• .' ,.:;.v ,; .; •_ .'..".•." ' ' : ' • : ... -\ "_. • SUBSTRUCTURE CLEARANCES FROM ABOVE GROUND OBJECTS. ^ SUBSTRUCTURE USAGE SECONDARY SECONDARY/PRIMARY SECONDARY/PRIMARY SECONDARY/PRIMARY .^ SECONDARY/PRIMARY ^ $F\ PRIMARY SWITCH ENCLOSUR^s^__ NECK SECTION, SECONDARY/ PRIMARY (3325, 3326 MANHOLE) CONST. SfD. 3312 3313 3314 "^Sl^ ^^aaffid ^Sfti'^tEflg: "•'.' -• ••/-i^'-' 3317^, 3332 PAD OR STRUCTURE DIMENSONS AND MINIMUM OPERATING WIDTH 'A' f-10" (559) 2'-8" (813) 6'-8" (2032) r-«" ^N^286) ^ 10'-0" (3048) 10'-0" (1930) •B' •••2-11"'. (889) 3*— 8* (1118) 3'-8° (1118) 5'-0° (1524) :?r';rJ';^0;K:«4 •SP^": 8-0" (2438) S'-O" (1676)- MINIMUM CLEARANCE -L®-. OIMEWSfONS (§) © 'a' 18° (457) 18" (457) 5' (1524) 5' (1524) f\1S24) (1524) S' (1524) V 18" (457) 18" (457) 5' (1524) 5' (1524) Cl524)i (1524) 5' (457) V 18" (457) 18* (457) 18" (457) 5'**(1524), SS^ttJ &SiiW- 1s» — (457) 1,5" (457) fd' 5' (1524) 5' (1524) 5' (1524) 5' (1524) i>5M"VffJI'J:. 7'CV: <t^lS '18" " (457) 78' (1524) 1 ©1898- 2005 SsnOep Gas i Etedric Company. AB rights resented. RsrrovaiefUBscops^inQtieswHhompenrfc^ | SERVICE GUIDE ^| Isdieetss Letsst RsvJsfer! f | Campieieiy f?«vfssd f [ New Page | snfermotien Removed PEV«r.,of , SOSS£ ELECTRIC STANDARDS )ATE 11-3-05 CLEARANCE REQUIREMENTS FOR PAD-MOUNT AND \PP0y-ff=7JJ SUBSURFACE EQUIPMENT FROM ABOVE GROUND OBJECTS 3483.2 >^ S3- ^ h— ^ ; THIS STANDARD SHOWS REMINING WALLS FOR LEVEL AND SLOPING BACKFILL TO PROTECT PAD-MOUNTED AND SUBSURFACE EQUIPMENT. SCOPE Slope of retained earth TYPE I WALL .Level Horizontal (see hotel Slope of retained earth. 12" min. Reinf. Steel "R" Wall width 2-2-1/2" Reinforcing steel "R" Lap Splice WALL TYPE T " A, TYPE I 6" WIDTH B. TYPE I 8" WIDTH C. TYPE 11 (NOTE 1) RENv 1- i2. i i-] +• i f-i6. J D. E. F. 6. N. FORCING STEEL "R '" 3 BARS 0 24" O/C 4 BARS « 32" O/C 3 BARS 9 16" O/C 4 BARS 0 24" O/C 4 BARS 9 16" O/C 4 BARS .« 16" O/C KEY SIZE "K " WIDTH x DEPTH 6" x 6" 8" x 8" 12" x 12"12" x 18" NONE REQUIRED Xo J— VTij' — {r't li Vi f _r<77Ts zyTTsT/S7Tjfe...ffr~- Key size "K" ' „„6 ^777/ I *2 m'n- concrete depth.—J Footing width \— 12" min. into natural grcFooting "W* groundor approved compacted fill.Footing width "W" WALL HSGHT t'-4"(5) I 2'-0* 2'-S" •»»_•" s f 4'-8" 5-4' 6*-0" 6'-8" 8'-0" SLOPE OF RETAINED Ef LEVEL T A A A A A R 1 1 1 1 3 BJ4 S C C C 5 4 5 6 K N N V r-4" t',-4* NjV-O" K N 0 D E E E 2-1- » 2'-9" 3-0' y-3" 3'-9" 4'-6" 5 TO 1 r A A A •A 8 8 C C C R 1 1 T 1 4 4 4 5 K N " - N K D D E F "W* r-4" .1*-4" ' >..- ^,» *. ~~~ i 2"-£j 2'-9* y-o" 3'-3' 3'-10" «TH HDRI7 4 TO 1 T A A A A B B C C C R f 1 1 1 5 4 4 6 K N W "W" 1'~4" •r-4" r-o" .2--r N! r-3- E E E F . 2'-9- 3--0" 3'-4" 3'-10" 3 TO 1 T A A R 1 All ^ B 8 C C C i t 5 4 5 6 K N 1 1 V. 1'~4" 1'~43 Nj 2'~0" 0 0 E E E G 2'-r ' 2'-3" 2'~S" 3'~cr 3'-4" 3--11" :ONTAL RUN TO VERTICAL RISE 2 TO 1 T A A A A B B C C C R 1 , 1 3 1 5 4 5 6 K N H 0 D F F F G -w" 1V4- 1-1/2 TO 1 T A 2'-0" r-r 2'-3" 2'-9" 3'~2* 3*-6" 4'-1" FOOTING SIZES ARE BASED ON 1000 LB. PER SQUARERPARIMR VALUF A R t l~ BJi B C C C 4- s 5 6 K N 1 E f G 0 G "W" ... V~8" 2'-2' 3^4S 3-5"- 3'-9* 4-2" 1 TO 1 T A A .i B Ci i R|K 1 D 1JD ^4|G -r 1V7- I'-IO™ 2*-5" 2~S"| 3'-4" FOOT MAXIMUM SOIL MOTES: (?) WHEN WALL TYPE II IS REQUIRED, THE FIRST FOUR COURSES OF BLOCK, REGARDLESS OF WALL _ HBGHT, SHALL CONSIST OF 1-2 INCHES'-WIDE MASONRY UNITS. (2) HORIZONTAL STEEL- TWO |3 BARS SHALL 8E PLACED LONGfTUDINAlJLY IN THF FOOTING; AS """" SHOWN. ONE #3 -8AS OR LADDER SHALL BE PLACED LONGITUDINALLY IN THE MORTAR liOiN'V tvtKY 1t> INCHES.AS iHt BUUUKSi AKt 1.WD UP. : 3. SEE PAGtS 348/.5 & ^ PuR AUpfUONAL KtQUIREMEf'ITS. 4. CONbUti LUUAL BUiLUiNG UhHARfMLXl hOR PERMiTS. (S) ANY WALL 1.4 INCHES OK LESS (WiTri A-MAXIMUM SLOPE OF RETAINED EARTH OF 4 TO 1, : RUri TQ VERTICAL RiSt) KEQuinEif Wim mt J4n UM a42i fW/S; USii IHt —" * ~ RD/ISION i ec^ irrt (LhS/EL AND SLOPING BAGKFfLL) EXAMPLE: -' • . . 1 CO BILL OF MATERIAL TOM 1 2 3 ' 4 5 6 7 a 9 PLAN viFvt^_ ^_ - \ 11 1 NCRETE AREA (£) "^^-^ „_ nil OR PAD OR — •— ^. SUBSTRUC- TURE *SUREMENTS VWLL VARY H EACH SUBSTRUCTURE PAD SIDEWALK DESCRIPTION CONCRETE BLOCK 6X8X8 CONCRETE BLOCK SX8X16 CONCRETE BLOCK 8X8X16 CONCRETE BLOCK, V1EJO BROWN 8X4X3 CONCRETE BLOCK, V1EJO 8ROWN 8X4X16 REINFORCING ROD, REINFORCING ROD. 13.3/8" < 14 1/2" ( ReNFORCING ROD, $5 5/8" (, S) ©s CONCRETE GROUT AND MORTAR MIXES (5) INSTALLATION: QUANTITY AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D AS REQ'D STOCK NUMBER 141824 141808 141856 141720 141712 685280 685152 685312 — — ..• . - A. WALL DRAINS - WALL DRAINS SHALL BE PROVIDED AT 8 FOOT INTERVALS ALONG THE LENGTH OF THE WALL AND LOCATED AT THE LEVEL OF THE BOTTOM COURSE OF BLOCK, THF D$A?NS WALL fi£ 4 INCHES IN DIAMETER, ' FORMES 8Y PLACING A BLOCK ON ITS SIDE, OR OUT EVeRY HFM? JOINT in HIE FIRST OF BLOCK. . 8-ACKFiLL WALL OR HEAD JOiNTS SHALL B£ OR GRAVEL ALL BACKFILL' SHALL 8£ GRANULAR MATERIAL COMPACTED TO AT LEAST BOX OF MAXIMUM ORt OEMS! TV 5M SIX INCH t.AYGfiS- - CONCRElt GROUT AND MORTAR SHALL BE AS SPECIFIED IN TOE "STAMDARO SPEOiRCAHONS FOR PUBUC^^^RKS CONSTOUCtiON", ALL CELLS SHALL BE FILLED OROUT, ROD OR GR 0 wissUTES ifr HUUR5MG TO INSURE CONSOLIDATION. (C) "~ . O?OUT TO A PC«NT 2 ?HCHES FROM THE TOP CF MASOfJRV UNITS 6ROUT5NG Or SECOND UFT IS TO BE CONTINUED AT ANOTHER TIME, "OP.OUT MUST DEVELOP POUNDS PER SQUARE JNCH OF COMPRESS V£ STRENGTH PRIOR TO 8ACKFSLUNG THE WALL, - AH. STEEL ReNFfTRCEMEMT S-fALL CC^FORM TO AS7M A6i5 GkAOE -40. WHEN ONE CONTINUOUS BAR CANNOT BE USES, A LAP OR SPUCC A DISTANCE £OUAL TO TtiiRTV SAR LHAMETERS SHALL BE USED. KEf^W ?MSUR£ PROPER ' 3^'DiwG BETVfcEN WE H3OT1NG AND WE -FIRST COURSE OF BLOCK, A "ORTAR KEY SHA'J. BE FORMED BY EMBEDDING A FLAT 2X4 RUSH \M in AND AT THE TOP OF THE FRESHLY POURETS FOOTING, THE 2X4 SHOULD e£ REMOVED AFTOt THE CONCRETE HAS STARTED TO HARDtN (APPROX!M>.Te.Y 1 HOUR},' A MORTAR KEY MAY BE OMfTTEO !F THE FIRST COURSE Cf BLOCK IS SET INTO 71JE FRESH CONCRETE WHEN THE FOOTING! IS POURED, AND A GOOD BOND !S F, CONCRETE -FOOTING CONCRETE SHALL BE 5SO--C-3250, USNG 0 AGGREGATE AS uEFiMOj <N 1H£ "STANDARO ^FC!nf!AT!OMS TOR Bustle *¥OFJKE CSH3TRUCT10?r. VirHOi FLACiNG CONUiTiONS PERMiT. ©IsSG- 2SS3 SanCiiegts Gss fi. Eietaafi Company. Ali rigiiis maeived.L_ * SEKVICE GUIDED ^vj JBdleotes LstsslJ I i Cag-ygfttey Ssvtterf i \ ?"I — Tiftt6iii'iuu5ij K'ss-n (DATE 3-23-84 j MASONRY RETAINING WALLS-TYPES I. E, SC ET, & ¥•2 4 o"? -?ru / . v>_; -r •VV-.^Li. G. SOIL - ALL FOOTINGS SHALL EXTEND AT LEAST 12 INCHES INTO UNDISTURBED NATURAL SOIL ORAPPROVED COMPACTED FILL SOIL SHOULD BE DAMPENED PRIOR TO PLACING CONCRETE IN FOOTINGS. H. FENCING - SAFETY FENCING SHALL BE INSTALLED AT TOP OF THE WALL WHEN REQUIRED BY THE CITY OR COUNTY CODES. I. MASONRY - ALL MASONRY UNITS SHALL BE AS SPECIFIED IN THE "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION". J. INSPECTIONS -FOREMAN SHOULD INSPECT AS FOLLOWS FOR WALLS 3 FEET HiGH MAXIMUM: 1) WHEN THE FOOTING HAS BEEN FORMED, WfTH THE STEEL TIED SECURELY IN FINAL POSITION, AND IS READY FOR THE CONCRETE TO BE PLACED. 2} WHERE CLEANOUT HOLES ARE NOT , -AFTER THE BLOCKS HAVE BEEN LAID UP TO-A HEIGHT OF 4 FEET, OR I RJLL KB6HT FOR WALLS UP TO 5 FEET, WITH THE STEEL !N PLACE BUT 1 THE GROUT IS POURED. AND... -AFTER THE LIFT IS PROPERLY GROUTED, THE BLOCKS HAVE 8F.EN LAID UP TO THE TOP OF THE WALL WITH THE STEEL TIED SECURELY IN PLACE BUT THE UPPER UFT IS GROUTED, WHERE CLEANOUT HOLES ARE PROVIDED: -AFTER THE LAiD UP TO THE TOP OF THE WALL. WITH THE STEEL TIED SECURELY IN PLACE, BUT BEFORE GROUTING. 3) AFTER GROUTING- IS COMPLETE AND AFTER ROCK OR RUBBLE WALL DRAINS ARE IN PLACE BUT BEFORE EARTH iS PLACED. 4} FINAL iMSPECTION WHEN ALL WORK HAS COMPLETED. 5) CONTACT CIVIL/STRUCTURAL IF IS THE AROUND SHE PAD, MANHOLE OR SHALL BE A M1^U,M Q. SEE STANDARD J486 FOR RETA3N1K?G WALL REQUIREMENTS AND CLEARANCES FROM REVERSE RETAINING WALLS. { ©1938-2005 San Diego Gas &Bectrie Company.^M rights resavett^ fe rest psrrtned ! !" (L) THE TOf3 BLOCKS ARE TO HAV£ A RWfSiiCO 1 JMCH HiGH KOHNQED CQJ4CREJE CAP. I -M, - POOR SOIL ecwranoMS D(ffiT OR WHCN HIGHER WALLS AKL REQUIRED, 1 CONTACT Civil /STRUeiuRAL, ENOMFERSNG FOR A SPECiAL DE3GM. i I . ! j ' j I H. SEE STANDARD 3453 FOR WALL CLEARANCES FROM PAD-~yOUHT£D AND ' ' 1 ! SUBSURFACE STRUCTURES, j j 0, SEE STANDARD 3484 FOR 'NSTAL1AT10N OF PAD-MOUNTED' EQUIPMENT. «•t . ' . • ' . • • j I P. SEE STANDARD 3484 FOR PREFORMED PLASTIC RETAINING WALL, . !, (XffiiS.tneiestes Latest Revisfsn j j Campfetdy R«vfseH i ! Nsw P-rs§a SDCJ^E OJ!CTR!C STANDARDS - j t-^-r,*- 348/.4 j MASONRY RETAINING WALLS-TYPES T jr, TX EZ; & Y ' IOATE ?-3!-u2 j . (SLOPING AND LB/FL OACKFILL) APPO Recording Requested by San Diego Gas & Electric Company When recorded, mail to: San Diego Gas & Electric Company 8335 Century Park Court, Suite 100 San Diego, CA 92123-1569 Attn: Real Estate Records - CP11D THE ORIGINAL OF THIS DOCUMENT WAS RECORDED ON AUG 17. 2037 DOCUMENT NUMBER 2007-0550067 GREGORY J. SMITH. COUNTY RECORDER SAN OiEGO COUNTY RECORDER'S Qi-RCE TIME: 12:01 PM Project No.: 541207-010 Const. No.: 2848880 A.P.N.: 215-070-46 Sketch No.: OS-13761 RW# 163626 SPACE ABOVE FOR RECORDER'S USE Transfer Tax None, SAN DIEGO GAS & ELECTRIC COMPANY EASEMENT THE BAY COLLECTION HOMEOWNERS ASSOCIATION, a California non-profit corporation, hereinafter called "Grantor", grants to SAN DIEGO GAS & ELECTRIC COMPANY, a corporation, "Grantee", an easement and right of way to erect, construct, change the size of, improve, reconstruct, relocate, repair, maintain and use facilities consisting of: (1) Underground electric facilities, and appurtenances for the transmission and distribution of electricity, (2) Underground communication facilities, and appurtenances, together with the right of ingress thereto and egress therefrom over said easement and over other practical routes across Grantor's land situated in the County of San Diego, State of California described as follows: That portion of the South Half of the Southwest Quarter of the Southwest Quarter of Section 22, Township 12 South, Range 4 West, San Bernardino Meridian as described in a Deed recorded November 22,2006 at Document No. 2006-0834393 of Official Records of said County of San Diego. The easement in the aforesaid property shall be a strip of land, including all of the area lying between the exterior sidelines, which sidelines shall be three (3) feet, measured at right angles, on each exterior side of each and every facility installed, the approximate location being shown and delineated as "Utility Facilities" on the Exhibit "A", attached hereto and made a part hereof. ' In order to provide adequate working area for Grantee, Grantor shall not erect, place or construct, nor permit to be erected, placed or constructed any building or other structure, park any vehicle, deposit any materials, plant any trees and/or shrubs within eight feet of the front of the door or hinged opening of any pad mounted electrical equipment installed within this easement. Grantor grants to Grantee the right to erect and maintain on Grantor's property immediately adjacent to this easement retaining walls and/or protective barricades as may be necessary for Grantee's purposes. s:land:(lata,iivKrusers.gmayo.easemenf]obs.S4l2Q7.doc 9/97 I $ Grantor will exercise only such reserved rights in said land as will not interfere with or prohibit the free and complete use and enjoyment by Grantee, its successor or assigns, of the rights hereby granted. Grantee shall have the right to assign any or all rights granted in this easement in whole or in part to other companies providing utility or communication services. Grantee shall have the right to top, cut, remove, or trim interfering plants and trees, and to keep said easement free from and to prevent any person, including Grantor and successors and assigns, from erecting, placing, or storing on said easement any flammable or other hazards and any structures, objects, or earth fills/cuts or other obstructions. Grantor shall not increase or decrease the ground surface elevations within this easement after installation of Grantee's facilities, without prior written consent of Grantee, which consent shall not unreasonably be withheld. The legal description for this easement was prepared by San Diego Gas & Electric Company pursuant to Section 8730 of the Business and Professions Code, State of California. Dated THE BAY COLLECTION HOMEOWNERS ASSOCIATION, a California non-profit corporation Title: By: ^ Name: l^?~rr\ 4^> ^V^/o <J Title: Prepared by: GAM Checked: Date: June 18,2007 s:land:daia.indivtisers.gmayo,easemaajobs.S4]207.doc 9/97 2 STATE OF COUNTY OF <S(XV^ Q.VCQ O )SS' , before me (5andn>re H- Qtn^cuJ . flotaOn (name, title of officer), appe&ed tT5yft*\/t It I f€ personally known to me proved to me on the basis of satisfactory evidence to be thepersonj#f whose namejfs^j^H^ subscribed to the within instrument and acknowledged to me that Jte^ji^hjiay executed the same in ius{£epjheif authorized capacity(ie<5, and that by*idi@£&@i£- signatureJ^Ton the instrument die person^1), or me entity upon behalf of which the person^s>-acted, executed the instrument. WITNESS my hand and official seal. Signature,Commtoloo * 1AW7W ^y *mc • CoMeton m*0o couniy STATE OF COUNTY OF On oo^ci ferj T W.JOO? . before me (name, title of xjfficer), appeared personally known to me proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by bis/her/their signatures) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal ( ^ti s:land:daia.indivusers.gmtno.easementjobs.$4I207.doc ft-97 CONST. NO.: PW3JECTNO.: PROJ^T NAMf 4 LOCATION <L£?A*>T CALW*/ OKIOMSTAU:OKAWtHOHO: R/WC*: COOTON/kTB **MJW; MEMO: DATE: 17-Aug-07 TO: City of Carlsbad Building Department FROM: Jack Shubin SUBJECT; City Of Carlsbad/Building Permit Application: Retaining Walls Included in the Building Permit Application for the SDG&E required Retaining walls located on West side of Aviara Parkway are the following: 1. 2 Sets of SDG&E Construction requirements for Retaining Walls. (Please note that SDG&E Retaining Wall for east side of Aviara Parkway approved under Building Permit Number CB07 - 1649) 2. Location of Retaining Walls on Approved Offsite Improvement Drawings Sheet 5 of41 3. City Approved SDG&E Power Plan originally included with Building B "Children's Ministry Center". 4. SDG&E Easement for West side of Aviara. Jack Shubin, NCCC Project Manager (RetainingwallAug07.doc) $3?> o -o ^v^~ ^<3 ^ -J 5 >F£3Z -n u> *.O • • - en > ^ 8 |g| r p >7* a TI$ O men 5 o O O > zs -