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HomeMy WebLinkAbout2160 LAS PALMAS DR; CS; CB013061; Permit;_ 02-28-2002 \• ":,. •' ,f~-: ". ,City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB013061 Building Inspection Request Line (760) 602-2725 f~· •\'.lob Address: :t·--:. . 2160 LAS PALMAS DR CBAD C!> }Permit Type: ~~\parcel No: Tl Sub Type: 2130503500 Lot#: INDUST 0 Status: ISSUED 09/24/2001 RMA 02/26/2002 02/28/2002 -:-;,Valuation: t.bccupancy Group: ~Project Title, $40,000.00 Construction Type: Reference #: CBAD SWITCH-SPRINT PCS CELL SITE VN Applied: Entered By: Plan Approved: ·-·· Issued: Inspect Area: Applicant: Owner: SPRINT PCS SPRINT SPECTRUM LP <LF> ANGLIN VIRGIL&PATRICIA STE 100 1948 02/28/02 0002 01 02 4583 CHABOT DR 94588 STATE ASSESSED CGP 470-99 Total Fl;)es: $665.07 Total Payments To Date: $194.08 Balance Due: $470.99 i'----------------........ ----------------------------f. •\ t~f- ~i ~:,:~ .f;:. )1~ 1.~J ,: '• > ; .. --·.~. •'. {·; ', Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $298.59 $0.00 $194.08 $1~0.00 $0.00 $8.40 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee S~werFee R$dev Parking Fee Ad<;litional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $24.00 $0.00 $0.00 $0.00 $0.00 $665.07 FINALt~~OVAL · Date: Z..-OZ 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 ihis 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 Section3.32.030, Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul'their imposition. PERMIT APPLICATION PLAN CHECK CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. -t,....::.:..+-~~:.__--_.:;~ Address ·(include Bldg/Suite #) Legal Description ~/3.,.;. Designer Name State License # Lot No. Subdivision Name/Number Address Unit No. Phase No. Total # of units City State/Zip Telephone L~k,,,.<WQ.mf\X,g§Mt»g~.f~UQ,t,I.:',· ;;;..::-.;.',;.,..;_, ___ .~~-:::·;~.2.,:..;_,:;;;,~:..s.-~:Ji . ..,;.;-i-.:ZZ2: .. '.:::_~<:~.;!~t.sx:¥bfil3:T~~;;..:_;.,·:-.:·~,,;;,L;::~::;0?i-~:SJ:~,';};:;.J.Lt;,~:m~ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 12('1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation i surance carrier and policy numberlre: 7 2. Insurance Company , -'""l.t. Cl Policy No. /,/J /) g-'j'Q lf,-O / · Expiration Date -/ -t) (THIS SECTION NEED N9T BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS} 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this.permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: o se r orkera' compensation coverage ts unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand ollars ($ OJ,· addi to st of mpe mages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNAT RE __,,,,,.~""-DATE df'.-o22F-cJ2=,_ ~-;'tQW h • :JJJ~pjjf P,(~~:R~f(QJ'A: _r ~~-~~-z~L-: __ :::?::~t~:.2:~:~;-7:~~l~::::::;3:·:_~~~·:.?:;J~.~::1 ·I :;:-;:~-~v~Jlt!:J::~~i:11E'i?.t]i't:2:~3:-?·.:{:~ I hereby irm that I am exempt from the Contractor's L:icense Law for the following reason: 0 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 sate. 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). 0 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}. 0 I am exempt under Section ______ Business and Professions Coile for this reason: 1. I personalty plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm} to provide the proposed construction (include name I address I phone number/ contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number):, ________________ ~----------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work):, _______________________ ~-------~------------------------- PROPERTY OWNER SIGNATURE ______________ ~-'--------DATE ________ _ !'P.9:.llll.e~il..e7H1s 1~§P11Q1if2.1t:~C7'.M:LtE..P.ffl11AL"lll!J:.t?.L~G.;,~flM!:m:9.BLY:· 't:::.:;.;:.:;; .... :-.. L~~;:~z;-r;::.;;:";;-~-1,~~~·f;,h,:-;,t:f:=s...." ...... """··~.z-G.,,.1 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 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES O NO Is the f1,1cility to be constructed within 1,000 feet of the outer boundary of a school site 7 0 YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIRENIENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. i hereby affirm that there is a construction tending agency for the performance of the work for which this permit is issued (Sec. 3097 (i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with alt City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt 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 ACCR\JE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and.demolition or construction of structures over 3 stories 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 co enced within 180 ays 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 com en ed for a pe iod f 80 days (Section 106.4.4 Uniform Building Code) . .. APPLICANT'S SIGNATURE DATE __,_Cf,_....-:_Z-_'-/-,-=--~-.___ ___ _ YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 06/11/2002 Permit# CB013061 Title: CBAD SWITCH-SPRINT PCS CELL Description: SITE Inspector Assignment: PS --- Type:TI Job Address: Sub Type: INDUST 2160 LAS PALMAS DR Phone: 6194493780 Suite: Lot O Location: Inspector: APPLICANT SPRINT PCS Owner: SPRINT SPECTRUM LP <LF> ANGLIN VIRGIL&PATRICIA Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs lnsgection Histo!):'. Date Description 06/04/2002 89 Final Combo 05/10/2002 39 Final Electrical 05/02/2002 34 Rough Electric 04/17/2002 66 Grout 04/12/2002 62 Steel/Bond Beam 04/10/2002 62 Steel/Bond Beam 04/08/2002 62 Steel/Bond Beam 04/04/2002 11 Ftg/Foundation/Piers '.\I 04/03/2002 66 Grout ~03/27/2002 11 Ftg/Foundation/Piers 03/26/2002 11 Ftg/Foundation/Piers· 03/26/2002 12 Steel/Bond Beam 03/25/2002 11 Ftg/Foundation/Piers 03/20/2002 31 Underground/Conduit-Wiring Act lnsp co PS AP PS NR PS AP PS AP, PS co PS co PS CA PS co RC AP PS NR RB NR RB co PS AP PS Requested By: WILLETTE Entered By: CHRISTINE Comments SEE NOTICE ATTACHED NOT SITE TOPOUT 4 FTLIFT SAME AS 4-4-02 & 4-8-02 NEED LETTER FROM ENG SAME AS 4-4-02 NEED TO REMOVE WALL NOS.I. NO SPEC. INSP REPORT (PER PLAN) ON COS GROUND RING CIIY of Carlsbad · Flnal,Bulldinu:1nsnaction~-- Dept: Building Engineering Planning CMWD Plan Check#: Permit#: Project Name: Address: Contact Person: CB013061 CBAD SWITCH-SPRINT PCS CELL SITE 2160 LAS PALMAS DR Phone: $ewer Dist: CA Water Dist: CA Permit TyP,e: Ti Sub Type: INDUST Lot: 0 •••••••••••••••••••••••• Ill II•••••••••••••••• IIIIAIIIIIIIIIIIIIIIII ··············~Ill •••••••••••••1a1••••••••••••••••••••••1IIIIIIIIIIIII I 11111 I 1111111111 Inspected Date 0 By: ln~pected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: ___ I . , ·\ . ' _·,,; '' ',',; Technical Field Services, Inc. Construction Quality Control *--- Date: 6/4/02 Special Inspection / Materials Testing Final Report To: Building Official, City of Carlsbad Inspection Services, Planning and Development Review 1635 Faraday Avenue Carlsbad, California 92008 Subject: Satisfactory Completion of Work Requiring Special Inspection and Materials Testing. Permit Number: CB 013061 Plan File Number: Project Address: 2160 Las Palmas Drive. Carlsbad, California The Special Inspection Services were provided by: Technical Field Services, Inc. 1944 Kellog Avenue, Suite 103 Carlsbad, California 92008 Special Inspectors Name: Christopher Pinnow Special Inspector's Certification Number: ICBO: 5045899-49, 84 City ofS.D.: # 771 Expires 8/23/03 Expires 12/31/04 Comments: This report is limited to the inspection and testing of CMU Masonry construction for the equipment enclosure and Epoxy anchors for the cable trays. I declare under penalty of perjury that, to the best of my knowledge, all work requiring special inspection and/or material sampling and testing for the structure/s constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the California Building Code as amended by The City of Carlsbad. 1944 Kellog Avenue, Suite 103 • Carlsbad, Ca. 92008" (760) 268.0953 Technical Field Services, Inc. Construction Quality Control COMPRESSION TEST DATA RECORD Project Name: Sprint SD-317 Carlsbad Switch Permit Number: CB0l-3061 Project#: 3315 Address: 2160 Las Palm.as.Drive City: Carlsbad MIXDATA Material: Grout Supplier: Hanson Ready-Mix Cement Factor, sk/cy.: 6.5 sk. Mix Design: 2011501 Max Agg. Size: 3/8 inch Specified Strength: 2000 psi (@28Days) SAMPLE DATA Placement Location: Equipment shelter 2nd lift to 10' height. Placement Date: April 18, 2002 Ticket#: · 304058 . Load#: 1 Truck#: 399 Age ofMix: 30 min. Slump: 10 inches Mix Temp.: 71F Air Temp.: 79 F %Air: Set No.: 1 of 1 Samples Prepared By: CP Date Transported to Lab: 4/20/02 LABORATORY DATA Laboratory testing was performed by Landtech, A City of San Diego Certified Laboratory. Date Area, Sq. Ultimate Comp. Failure Tested Lab ID Tested Age, Days In. Load, lbs. · Strength, Type By: si 202 4/27/02 7 9 26000 2890 202 5/16/02 28 9 31120 3460 202 t 5/16/02 28 9 36030 4000 Remarks: 1944 Kellog Avenue, Snire 103 • Carlsbad; Ca. 92008 • (760) 268.0953 Technical Field Services, Inc. Construction Quality Control *--- COMPRESSION TEST DATA RECORD Project Name: Sprint SD-317 Carlsbad Switch Permit Number: CB0l-3061 Project#: 3315 Address: 2160 Las Palmas Drive City: Carlsbad MIXDATA Material: Grout Supplier: Hanson Ready-Mix Cement F.actor, sk/cy.: 6,5 sk. Mix Design: 2011501 Max Agg. Size: 3/8 inch Specified Strength: 2000 psi (@28Days) SAMPLE DATA Placement Location: Equipment shelter 1st lift to 5' height. Placement Date: April 15, 2002 Ticket#: 302403 Load#: 1 Truck#: 211 Air Temp.: 58 F Age ofMix: 50 min. Slump: 7-1/2 inches Mix Temp.: 65F %Air: Set No.: 1 ofl Samples Prepared By: CP Date Transported to Lab: 4/17 /02 LABORATORY DATA Laboratory testing was performed by Landtech, A City of San Diego Certified Laboratory. Date Area, Sq. Ultimate Comp. Failure Tested Lab ID Tested Age,Days In. Load, lbs. Strength, Type By: si 200 4/22/02 7 9 14000 1560 200 5/13/02 28 9 22370 2490 ·200 5/13/02 28 9 24810 2760 Remarks: 1944 Kellog Avenue, Suite 103 • Carlsbad; Ca. 92008 ° (760) 268.0953 Technical Field Services, Inc. Construction Quality Control *--- COMPRESSION TEST DATA RECORD Project Name: Sprint S])..317 Carlsbad Switch Permit Number: CBO 1-3061 Project# : 3315 Address: 2160 Las Palm.as Drive City: Carlsbad MIXDATA Material: Mortar Supplier: Job-Mix MixDesign: Specified Strength: 1800 psi Cement Factor, sk/cy.: sk. Max Agg. Size: inch (@28Days) SAMPLE DATA Placement Location: Equipment shelter 9th course. Placement Date: April 16, 2002 Ticket#: Load#: Truck#: Age ofMix: 20 min. Slump: inches Mix Temp.: 69F Air Temp.: 74F %Air: Set No.: 1 of 1 Samples Prepared By: K.R Date Transported to Lab: 4/18/02 LABORATORY DATA Laboratory testing was performed by Landtech, A City of San Diego Certified Laboratory. Date Area, Sq. Ultimate Comp. Failure Tested Lab ID Tested Age,Days . In. Load, lbs. Strength, Type By: si 201 4/2'5/02 7 3.14 6500 2070 201 5/14/02 28 3.14 9800 3120 201 5/14/02 28 3.14 10200 3250 , Revie Remarks: ··· ·-· Technical field Servic~s, Inc. Construction Quality Control *--- Project Address: 2/(rl) /.1 ~fllrn:'1~ 1'~ Building Permit#: Dr's t, I 3 Ole 1 Plan File#: Type of Inspection: i 1a~')b'1'J\-i..f Code: Report of work inspectfid I observed: -" , I ·,; Inspector: C, , 1?vh~. -~ _) 1cso # sal/5rfll!e>i· .. fr·..,/ Rt~) Q . l-~' -~ ~-. . : ,~.-. .. ' . ' . -~ t ' . ' lnspectdt Signature 1 I I City ,...yert. # 77 j .-::1'0 . Type: (!//1/,':?f ll il"l 7"V Hours O.T. Date: 1-' o.kz I Day: lt)t!'d_ Author: (!. i1nr1 m...,....) Client: Contractor: • A J-..6 Foreman: Weather: I ' Samples Taken: Yes__ :No.!-<.,.~ : Type: Sise: Quantity in Sample: Jobsite Representative: fjl X (J... -~-;. !'·} / 1 . ··.·",_.<,.......·· --.,,. i :? .f' ;. + -~"l· l 5674 El Camino Real. Suite H, Carlsbad, California 92008 (760) 434-2617 ~ f'~ Te~hnical Fiei4 .. Seryices,"::In,c~ CoQstruction Qualit)· CQntnii · Project.Name: S r\A-t 'S;,.1:> Project Address:. 7.-H~o lo. s. City: · Ccir\.s. ba Building permit#: _ C "{)'13061·· Pian File#: T:ype of Inspection: · · )vi aS.oV\ . -:f: ·.( SCA ). TFS Project #: 3~ \$" . , Author: I( • 'e.noV\ fl.t Client S 0 '"" ·"" Contractor: ALCs Foreman: G · Of'"V\ -J Weather: t:J 0 .,,. e.. S" '-...,. .. / -t . . 4 I~ bi .. I Samples Taken: Yes )cl No . . ' ' . -;--, -.- Quantity in. Sample: . -,s . lnspector:_JZ.<2.vtV\ 'i<.oov\e City Cert. #'8I~ · JObsite Representative: 1====~~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!9---!'l!!!it~--~,..... ........ ICBO-·# SObO'"'i· . type: ' ' C.... M ! ,. ' • .X t..(.P Hours O.T. I Cmnino Reid. Suite H. Carlsbad, ca'lifornia 9zmji/ (760)'..:B..i-2617 "-~r/05/02 _15: 47_ FAX . __ , ___ _ ___ ~LVAR . . ,. ·• as Apr 02 02i:'3Gf t.ical f'1eld. service~ u:.u :rnru:.: H: :J:i: t'Al. A.1.v11,1,<; ~RC(-', : • F'A:;: NO, 780-4 6'788 SPECIAL INSPECTION PROGRAM ' [4J 004 p.2 ADDRESSORL5i.JALD~SCRIF'TION: 2.1&.0 l...;ir.s ~A$. DR.1 CAa1zf!A0 1 ~A qzo6'4 • .>"'. _____ OWNER'S NAME: _________ _ !, as,the owner, or ~gent cf the CWl'lii!t' (c011tr:ai::lors may rn,1 em.oloy the $p~clal Inspector), certir,y that I, r;,r the a•ohltecUengineer of rec!:>rd. W!ll l'.Je resr>t::insi:ite for ernployilig the sp(iilciaf inspector(s) :11s required by Unif~~m Sui\:;,ii~g CO~lii }~SC) ectl~t'l 170~ .1 for ti'1e. ccin:.lructli;in ;-roj~ct loc-ati.id at the site listed above. up.100,7t,, . ' / Signed _ , -. Signed ___ , 1 .. List ofwotk requiring sr,,eclill Ir,sp~o.·lion; C. . .. ....,,., ' A. I I:;!~ PrpterJ.. '$t;!'...A-l.k ~suq_ -r'HA1' 1-rcP11.}:~µ 1fr1N" zP~!¥--!tJJ.P~r,c>J C§Nf?OIIM to AL+: APf'-'C,A?,t,,li, ~rua, ewo ~NUl:"ACicA!'Yii£ SP'~FlcATl.~I' B . .£R-fo,t, 1P, ~WU.MDrJ .. .1~U'" Cae-Wf.8&'.Jil:O.QN .EBCC-§'-· c, ~'! WAlk)fi,ffJJ~ ... -12s?J!J06QZ J>/??fC:11/t-... !/·tJjJeqrioV f.tY/ ~CGsSAt:+-emu fl?P/2€rl::( _'[m.s ~ 21;€CiA(.~):?EfT1o).) :;J!&=C.J'. ................ , ... ...._,~.,,. •••••• 4>'111,,~ ..... -...... _"""'""""'"•" .. ,, ...... _ .. ,..,,.__ __ _ VeldCirer Project Number & Nam~: SD 40XC137C Address: Client: 2160 Los Polmos Dr. Carlsbad, CA 92009 SPRINT PCS 2650 Comino Oel Rio North # 100 San Diego, CA 92108 RE: As-bulff CMU Fence wall To Whom It May Concern, April IO, 2002 By: CSL In regords to un~lnspected seven courses of the CMU fence wall, we found that the wall is adequate ONLY IF the following items ore met. · 1 ). Continuous Inspection is required when grouting, procedure per city governing code. Sampling and testing shall be peliormed by special inspection laboratory, Minimum CMU f' m= 1500 psi and grout f' C""2000psi are required. 2), Periodic special Inspection is required for the remaining construction per pion. Please feel free to contact with us if you hove any further question regarding this project. Sincerely submitted, Chris Lee, P.1;. Struch;ral Deportment April 10, 2002 150 l'aularlno Avenue, Suite 1,0. Costo MesQ, CA '12626, USAT: 949,809.4999 F: 714.540.3402 www.velocltel.net VeldCirer Project Number & Nome: SD 40XC137C Addr~SS! Client: RE: Anchor Bolts 2160 Las Polmas Dr. Carlsbad; CA 92009 SPRINT PCS 2650 Camino Del Rio North # l 00 Son Diego, CA 92108 To Whom It May Concern, April 10, 2002 By: CSL All anchor bolts shall be installed per ICBO report and/or manufacturer's procedure. Expansion bolts maybe Installed on concrete only without lnspectlon. Epoxy bolts maybe installed on concrete and masonry with inspection. Please feel free to contact with us if you have any further question regordfng this project. Sincerely submitted. Chris Lee. P.E. Structural Department April 10, 2002 150 1"0ularino Avenu11t, Suite 140, Costa Mesa, CA 92626, USA T: 94'1.809.4999 F: 714.540,3402 www.velocltel.net Technical Field Services, Inc. Construction Qualit~· Control *--- TFS Project #:_=r.3!_7 Date: Day: /.L)ed A th ""' ..-: u or: C-, Hi1n ~_._::; Client: Contractor: · Plan. File #: Foreman: Type of Inspection: Weather: Code: / observed: · Samples Taken: Yes_._ No.L_ Type: Sise: Quantity in Sample: Jobsite Representative: Hours 0.T. 5674 El Camino Real, Suite~. Carlsbad, California 92008 (760) 434-2617 EsGil Corporation 'in Partn-ersnip witli, (jovemment for 'Buitaing Safety DATE: 2/22/02 JURISDICTION: Carlsbad PLA_N CHECK NO.: 01-3061 rev PROJECT ADDRESS: 2160 Las Palmas Dr. SET: II PROJECT NAME: Sprint PCS Carlsbad Switch Revision ~~NT ~ CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. C8'.] The plans transmitted herewith will substantially ·comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D . The check list transmitted herewith is for your information. The plans are being held at Esgil · Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the Jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: C8'.] Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: · Telephone#: Date contacted: (by:; ) . Fax #: Mail Telephone Fax In Person _ ~ (2__-- C8'.J REMARKS: Please slip revised sheet E1-E~building department) into the city revision set.(at building department) / By: David Yao Enclosures: original approved set Esgil Corporation o GA .o· Ms o EJ o pc 2/14 trnsmtl.dot • ••• I 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 i ,, _,, DATE: 10/2/01 ,JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3061 {' EsGil Corporation 1.n Partnersliip witli (jovemment for 'BuiUing Safety . . SET:I PROJECT ADDRESS: 2160 Las Palmas PROJECT NAME: Sprint PCS Carlsbad Switch ~ANT ~- 0 PLAN REVIEWER D FILE 0 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 deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: -~ Esgil Corporation staff did not advise the-applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail. Telephone Fax In Person [ZI REMARKS: Provide special inspection program for the masonry to the building official prior to issuance of the building permit. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/?5 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' ,_ Carlsbad 01-3061 10/2/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3061 PREPARED BY: David Yao DATE: 10/2/01 BUILDING ADDRESS: 2160 Las Palmas BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. cell stie per city Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance / • / Plan Check Fee by Ordinance I ,.. I Type of Review: · 0 Complete Review D Structural Only D R~petitive .Fee =:a.Repeats Comments: D Other D Hourly · .... I ___ __,I Hour* Esgil Plan Review Fee ($) 40,000 40,000 $298.591 $194.081 $1s1.211 Sheet 1 of 1 macvalue.doc EsG_il Corporation 1n Partnersli.ip witli. (jovernment for 'lJuilaing Safety DATE: 2/6/02 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3061 rev PROJECT ADDRESS: 2160 Las Palmas. Dr. SET:I PROJECT NAME: Sprint PCS Carlsbad Switch Revision 0 APPLICANT ~ 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the juFi~diction's building codes when minor deficiencies identified below are resolved and checked by buildin9 department staff. D The plans transmitted herewith have srgnificant 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 Esgil Corporation until corrected plans are submitted for recheck. 0 The c;1pplicant's copy_ of the check list is enclosed for the jurisdiction to forward to the applicant < contact person. ~ The applicant's copy of the check list has been sent to: • • < ~~\.:,..e.,A-L-CI...~ D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [;8J· Esgil Corporation staff did advise the applicant that the plan check has. been-completed. Person contacted: °RCJv.:>e.,.,--.\-Telephone#: (&'5¥) 2-44-1 o 2-l, Date contacted: 2-7-cJ~ (by: ~ F~x #: _(as~ 244---Io ~-z..... Mail TelephoneV"" Fax/ In Person D REMARKS: By: David Yao Enclosure_s: Esgil Corporation D GA D MB D EJ D PC 1/29 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 0 1-3061 rev 2/6/02 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad P-ROJECT ADDRESS: 2160 Las Palmas Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/29 REVIEWED BY: David Yao FOREWORD (PI.-EASE READ): PLAN CHECK NO.: 01-3061 rev DATE REVIEW COMPLETED: 2/6/02 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electcical Code and state laws regulating energy conseNation, noise attenuation and· disabled access. Thi,, plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforcea by the Planning Department, Engineering Department or other departments. The following items listed need clarificatioh, modification or change. All items must be satisfied · before the plans will be in conformance with the cited codes and regulations. Per-Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any sta_~eJ county or city law. • , Please make all corrections on the original tracings arid submit two new complete sets of prints to: ESGIL CORPORATION. • To facilitate rechecf<ing, please .identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • 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 describe them and where they are located on the plans. Have changes· been made not resulting from this list? q Yes D No Carlsbad 01-3061 rev 2/6/02 + ELECTRICAL PLAN REVIEW + 1996 NEC + PLAN REVIEWER: Chuck· Mendenhall 1. What is the capacity of existing panel 'HP1 "? What i~ the total load of panel "HP1 "? What is the main overcurreht protection for panel "HP1 "? See the revised single line diagram on sheet E2. 2. What is the size and type of ground conductor for both the new 50KVA & 25KVA transformers. See E2. 3. The 50KVA transformer secondary ground is shown connected to the new ground ring. What is the ground conductor of the 25KVA transformer connected to? Show the " nearest electrode" used for each transformer secondary grou(ld system (i.e., building steel, cold water pipe). NEC 250-26(c). · .. , , 4. Where is the 25KVA transformer focated? What does the 25KVA transformer feed? What is a Min. Cell? 5. What is the secondary overcurrent protection for the 25KVA transformer? 6. The breaker in panel "HP1" serving subpanel PPC is shown at 1 00AMP but the note pointing to the breaker lists it as 150T. which applies? See sheet E2. 7.. Show or identify new loads and existing loads for-the existing equipment "HP1" Note: If you nave any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. Carlsbad 0 1-3061 rev 2/6/02 VALUATION AND PLAN CHECK FEE · JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3061 rev PREPARED BY: David Yao DATE: 2/6/02 BUILDING ADDRESS: 2160 Las Palmas Dr. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. electrical revision ' .. .' ~ --· Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance . I ,, J Plan Check Fee by-Ordinance Type of Review:. D Complete Review D Structural Only ·O Repetitive Fee c=3Repeat~ * Based on hourly rate Comments: D Other 0 Hourly 1 j Hour * EsgU Plan Review Fee ($) , $120.00j $96.001 Sheet 1 of 1 macvalue.doc Carlsbad Fire Department 013061 1635 Faraday·Ave. Carlsbad; CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _1_01.,...1s_12_0_0_1 _____________ _ Building Plan Reviewed by: Name: LARRY WHARTON Address: 639 BISON CT City, State.: EL CAJON CA 92019 Plan Checker: Job #: 013061 ------- Job Name: Carlsbad Switch Bldg#: CB013061 ----------------------------- Job Address: 2160 Las Palmas Dr. Ste. or Bldg. No. IZI Approved LJ Approved Subject to LJ Incomplete Review FD Job# 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to ~xjnstruct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. 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. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot ~dequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 01~061 2nd FD File# 3rd Other Agency ID PLANNINC/ENCINEERINC APPROVALS ,,. PERMIT NUMBER CB ()(50.~( ADDRESS Q_ { V20 . ·: ·: : ·_ ;( -· ., .RESIDENTIAL · . : . ) .. , . ·-~~ _:-:: . .:,.. ·· ... , ·:-, ·· "· 'RESIDEN,..IAL ADD1•10N-·M· 1a•oR :.-·:1:·.:.: · · . ··:t:-::t~:. · ,I '! ·I, :-., t.'W .. ~--~··-'::..:-.. :: · ·.,· < < $10,000;.00) ·, '. .• •'! . ·: ,• · •. :.· .: . ~ • ' ' '\ • I ' . .. · .. ,, ~ : , .. _. . . PLANNER -------~..,...,.. oocs/Mlsforms/Pla.nning En9ineerlng Approvals TENANT IMPROVEMENT , : . PLAZAtCAMINO;·REA£ ... · -::·: CARLSBAD.COMPANY STORES. VILLAGE FAIRE COMPLETE 'OFFICE BUILDINC: DATE' ------- DATE 10'2~t z ' l ' . . .. ' ~: -G - 2 .s "' "' 0 Cl >, >, .Q .Q N "' 'It 'It -"'--"'-() () Q) Q) ,:;; ,:;; u u C: C: "' "' a: a: DOD ,, PLANNING DEPARTMENT 'BUILDING PLAN CHECK REVIEW CHECKLIST · Plan Check No. C-1::2 G\ ~~4;, \ Planner Christer Westman Address ~ 62-\0-c) ~~~\~~ Phone (760) 602-4614 APN: c;9-l?:z .--oS() ... 9?';) Type of Project & Use: ~~ Net Project Density: ~ DU/AC Zoning: 'f'\'VJ General Plan: ?\ Facilities Management Zone: ~ CFO (in/out) # "'5/t-Date of participation: \ff>-Remaining net dev acres: ~'\LL Circle One -v-r ~ (.For non-residential development: Type of land used created by this permit: · ) Legend: ~ Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES NO I TYPE ---- DATE OF COMPLETION: -----~-- _Compliance with conditions of approval? If not, state conditions which require action. Conditions of Appr'oval: . D D D Discretionary Action Required: YES NO ./ TYPE DOD APPROVAL/RESO. NO. DATE ----------- PROJECT NO._· ----~---- 0 THE R RELATED CASES:~----------------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ---~-------------------- Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES NO/ NO/ If California Coastal Commission Authority: Contact them at -3111 200, San Diego CA 92108-1725; (6·19) 521-8036 Determine status (Coastal Permit Required or Exempt): Camino Del Rio North, Suite Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1). Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plan$). 2) C.o[T;lplete C,o~$-tal Permit Determil')ation Log as needed. ' -. ' H :\ADMI N\CO UNTER\BldgPlnchkRevChklst DOD lnclusionary Housing Fee required: YES (~ffective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO _ . ---- NO ./ (A/P/Ds, Actiyity Maintenance, enter CB#, toolbar, Screens, Hous~hg Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: D D D 1. Provide a fully dimensional sit~ plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvemen~s, ~ight-of-way width, dimensional setbacks and existing ) topographical lines. · D D D 2. Provide legal description of property and assessor's parcel number. Zoning: D D D 1. Setbacks: Front: Required -------Shown -------Interior Side: Required --------,.-Shown -------Street Side: Required -------Shown -------Rear: Reqµired -------Shown ------- D D D 2. Accessory structure setbacks: Front: Required -------Shown -------Interior Side: . Required -------Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown -------Structure separation: Required -------Shown ------- D D D 3. Lot Coverage: Required -------Shown ------- D D D 4. Height: Required -------Shown ------- D D D 5. Parking: Spaces Required -------Shown ------- Guest Spaces Required -------Shown ------- D D D Additional Comments ____________________ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE~~U J;)A TE C'J"1i/,I'(,~ o I H:\ADMIN\COUNTER\BldgPlnchkRevChklst ,, ·r ~ .. . . " -. ---..:,: . ' . : .. •:.:.:., ---· .. . . . ---·· -.. --_,.,:. ~ ,,._ .. LOAD CALCULATION F,OR SD317C, CARLSBAD SWITCH 1. EXISTING LOAD PER AS-BUILT DRAWING: EXISTING PANEL "HPl" ELECTRIC POWER SERVICE IS 277/480V, 600A, 3 PHASE, 4 WIRES. PHASE LOAD(VA) LOAD (AMPERE) A 103,280 372.SA B 103,280 372.SA C 104,260-376.4A 2. NEW EQUIPMENT LOAD: NEW LOAD= 25 KV A+ 37.5 KV A= 62.5 KV~= 62,500 VA PHASE LOAD (VA) A 12,500 B 31,250 C 18,750 3. TOTAL LOAD: PARSE "A" LOAD= 103,280 + 12,500 = 115,780 VA PHASE "B" LOAD= 103,280 + 31,250 =-134,530 VA PHASE "C" LOAD= 104,260 + 18,750 = 123,010 VA LOAD (AMPERE) 45.lA 112.SA 67.7A 1 . C41}/ Jo£/ ...... .' .-::~ -. --· --·----.... --:;..·_,_ •... .: _;-,., -···. '---· •+ PHASE LOAD (VA) LOAD (AMPERE) A 115,780 418.0A B 134,530 485.7A C 123,010 444.lA THERE IS NO CONTINUOUS LOAD IN PANEL "HPl". THEREFORE NO MUL TIFL YING FACTOR 125% (1.25) IS APPLIED. *THEREFORE EXISTING 600A SERVICE IS ·SUFFICIENT. --~ 2 . . _, ------~--·-. --·---· ~ . -- 02/08/02 10:09 FAX ESGIL CORP. ALVAR Fax: 18585601576 Feb 7 2002 10:53 l4J 004 P.04 -) Ca1'1sbad 01-3061 rev 2/6/03_ • ELECTRICAL PLAN REVlEW. • 1996 NEC + P4AN · REVIEWER: Chuck Mendenhall 1. 2. 3. What is the capacity o1 existing panel 'HP1 "? What Is the total load of panel "HP1 "? What is the main overcurrent protection for panel "HF'1"? See the revised single line diagram on sheet E2. Sfo w J 1u ~ f tJ~ Li; Lt tJ6-Ollt-~RIH1 J /1-J 6 2- Whet is the size and type of grounQ oonduotor for both the new 50KVA & 25KVA transformers. See E2. s;-to-vJtJ ·'$Ee-t /c-2-. The SOKVA transformer secondary ground is shown connected to the new ground ring. What is the ground conductor of the 25KVA transformer connected to? Show the·· nearest electrode11 used for each transformer secondary ground system (i.e.1 building /. steel. cold water pipe}, NEC 2ea .. 26(c). Tio· G;~oulJP R,~ ~ ~, St-t 'r t:-2- -4. Where is the 25KV A transformer located? What does the 25KV A transformer feed?· What is a Min. Cell? S e-E--~( -~ fl-L. a l,t-71 oN z -S-~I/A --r~~s f-rr'LP-1.~ Ii FOR. T~ c:G::>Utf,tG-~. /V1I/J1C.~t,t. ,~ 'PC~ lc1fr0IO {5Q_t.ttfl1e,:,( 5. What is 1he secondary ove~curr~nt protection for the 25KVA transformer? · .U, c,,e.c_o"J.)O~ti'/ fno--ra.7,oA .PKJ)Uf(J6f) 81C-Auf6Z:fr ~H0/27 /.;fJ.Jt:,-i;-( To Tr/8 6. The breaker In panel 11HP1 11 serving subpaher PPC Is shown at 1OOAMfl but the note '5~41f,f1{jli7 pointing to the breaker lists it as 15OT. which applies? See sheet E4. ~-o-ft.tleO --rri.'3J.JSFoYl>1~ <;;i,t& rt) J'l.:Jt=VA 'J CJ1Ar!04'€1-0 T0 /8 ll*T 7. Show or Identify new loads and existlngfoads for the eXistin9 equipment "HP1" c.trT 'i?l<f<1''-• $~~ A'f1"CH eO Lo,4D ~tJ-LC.t-4(11--Ct .. a tJ. Note~ rf you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or .a copy) where the corrected Items have been addressed on the plans. PlllllltA I P.NE. SCt£DILE 271/WJV. ~-4W. 600A Bua II.LO.· art. --·~tlen I IAlld laad ca.. c.a c:.a. HD. , __ ._ f,fA) T-ARID Pala PhaN Amil 1 FUTtRE CELL --l1ER a.ooo C tiCJ 2 ,. 1M • --5..000 C --• -+. E 0 -572 M 100 3 A 15 I ---l.&72 M --• -I f--~-672 M --0 -• CCU-4 '-~ u 100 3 A 100 • --. .&a" .. --•· -• f-...... -,;;· 483 M --·o -.. IIACE A 15 • "ACE • -,. 3N;f._ 0 -± "'ACE. A 100 !IA.Cf. • -• SPACE 0 .. SPACE ,. 15 • SPACE • ..,. • ~.\CE C -11 SPACE A • SPACE • .. ~Al"'.J' C Tot.I C.isllCl• I..Gdll: Ph A -U11.2flOVA 314 ,. Told Collnfld:M UMld:-Ph B 10fl.2IO VA 31M A Total Calnacted lDad: Ph C 104.li0 VA 371 A '"McudMum. Ph• .. ConneeW IJN.t Ph A 10l,2.IO VA wo.1•1111 ....... XH1 ... 327 ..... 314.3 MN ,..,lft PAt&.. sctEDII..E 277 /"'8tN, 3Ph, 4W. 800A Bua MLO. un. ---.---F . LillaG I.Nd c.u. c.a «;.a No. LM:atlan (YA) r.. Mlt Pde PhON AIM I HP-1 t2.W-M .fS 3 A 100 • ----12.4.17 l,f --• -• ---12.~ M ---Cr -7 ' l'lt"-2 ,, 13..240 .. 50 3 A 100 • ---13.240 M --• -• i.------1:1-2-40 M ---C -• rr-! 12.4.D' M 45 3 ,. too • --12.431 .. -:-• -• ~---12..uJ' M --C -• f-P-+ ! .RJlll II 15 3 A • ~-----l 71!11 ·M --• • ~---I 711 .. --C • !!i!PACE A 18 ., --- ~ Sbrfnt PCS Olftabad/San Dlaaa- SURFACE UUlED 27-Au,-lt C.11. I.OM IMd ___ ,..u.. ,I Qt,; Pdtl. (YA} TWNI LlcaU. No. 3 ~ &72 u CRU-5 I -2 172 u 4 -2 .572 II ............. • 3 .,ftJ II rn,-15 • -,ft3 II --• •. 13 .. • J 2 .l ·~2 " ~u-e " -2 72 II -· • --:z 572 II ---• 3 :.-493 u -• --·''" II .. II --413 ., i----M J 2 ~:ilZ II r:AH-7 • -7. L572 ., --•• .., 2 572 u ---.--· •• J 483 u __ , • -AIU u --M -... ,~ ·U ,___ • SPACE. • SPACE • SPACE .. 2.1.419 A fffi8 AWllalllihl Fault Duty Tellrlo..lllllL.at 3.17~--<IOI.JAIIN flllDBl'I s-w PCS ---.IS., ni-... SURFACE MCIUNlEO 27-Alag-llt c.e. ..... lMd / act. hie lYA) r-·--No. 3 2 572 .u !Jffl-1 I -2 .a72 .. ---.. -2 572 II --I J z. 572 u tftll-2 • -z. 572 u ---• -23.512 u • 3 z.: 572 II Dtll-~ 11--2.l 572 .. --• -, :z: 572 II --• • •• M .'.'II .., .... , u -· . l :i I I ·I I I I I I I I I I I I I I I I I -1,;,' .,,_, " Lyncole Project: 011004 Engineer: Benjamin Du Where Grounding Bonds With Science"' son Resistivity Testing Carlsbad Switch (SD40XC317) Site Carlsbad, CA Director of National Accounts: Michael Esparza Date: August 15, 2001 ~ . ::; i"'1t'"'."".. . § ; .J *;: '-..;, ........ a ISO 9000 Cl3o/ Jcr~ I I I I I I I I I I I I I I I I I I I Lyncole Techni.cal Services Project#: 011004 Velocitel / SPRINT / SD40XC317 Carlsbad Switch, Carlsbad, CA ,·..-, ---------...-----------------------.,,- SOIL RESISTIVITY FIELD REPORT PROJECT NUMBER: 011004 Velocitel, Inc. Carlsbad Swjtch DATE OF TEST: 08/09/2001 CLIENT: COPY TO: Lori Ainsworth PROJECT NAME: CONDITIONS: Overcast 78°F SOIL: Grass, topsoil· TEST LOCATION: 2325 Camino Vida Roble, Carlsbad, CA 92009' TEST METHOD: Wenner Four Point Soil Resistivity Test TEST INSTRUMENT: CALCULATION: AVO 2/2 SER NO: 6410-593/010 501/1763 CAL. DATE: On File Soil resistivity (ohm-meter)= 1.915 x Spacing {ft) x R (ohms) " PROBE TEST LOCATION SPACING (FT) 1 5 Runnin9 Northeast to Southwest at 10 the site 15 20 30 40 2 5 Running East to West, 10 approximately 120 ft. South of the 15 . site. 20 30 40 3 5 Running East to West at the site 10 15 Testing completed by: Fortino Gomez and Pompiliu Diacu Director of National Accounts: Michael Esparza Lyncole Technical Services 1-800-962-261 0 Page 3 of 3 METER CALCULATED READING SOIL RESISTIVITY (OHMS) (C-M) 4.30 41.173 2.71 51.897 1.80 51.705 0.78 29.874 0.65 37.345 0.62 47.492 4.20 40.215 2.63 50.365 1.80 51.705 0.89 34.087 0.66 37.917 0.54 41.364 5.10 48.833 3.01 57.642 1.94 55.726 I I I I I I I I I I I I I I I I I I I LVNCOLE XIT GROUNDING A Division of Lyncole Industries, Inc. VELOCITEL Lori Ainsworth Lyncole XIT Grounding 3547 Voyager Street Suite 104 Torrance, California 90503 Date: 8/17 /01 RE: Grounding Option - Site# Project# Acct Mgr.: SD40XC317 011004 Michael Esparza Address: Engineer: Tel (310) 214-4000 (800) 962-2610 Fax (310) 214-1114 support@lyncole.com www.lyncole.com CARLSBAD SWITCH 2325 Camino Vida Roble Carlsbad, CA SPRINT Benjamin Du This option is a conservative calculation of the grounding system, based on testing data provided by: Lyncole Technical Services. This design will provide a stable, low resistance system that will be insusceptible to environmental variables, such as changes in temperature and precipitation, and may improve with time. Grounding Option 1 K2-15CS Single Point Ground As Appropriate < 5 ohms •!• Note: Lyncole recommends that the copper conductor be covered with Lynconite fl.TM to protect from corrosion action of the soil and promote conductivity. ISO 9000 CERTIFIED Where Grounding Bonds With Science™ Lyncole Technical Services Pr.Qject'#: 011004·· August 15, 2001 Lori Ainsworth Velocitel, Inc. 4909 Murphy Canyon Rd. Suite 320 San Diego, CA 92123 ' Velocitel / SPRINT/ SD40XC317 Carlsbad Switch, Carlsbad, CA Re: Four-point testing of the 2325-Camino Vida Roble, Carlsbad, CA Sprint site #$D40XC317. Lyncole Project No. 011004. bear Ms. Ainsworth: ,.,, ,.., On August 9, 2001 Fortino Gomez and Pompiliu Diacu of Lyncole Technical Services conducted a fouri)oint resistivity test for the Carlsbad Switch site (SD40XC317) site located· at 2325 Camino Vida Roble., Carlsbad, CA 92009. Three four-point tests were performed for the site. The first four-point test ran from Northeast to Southwest at the site. The second four- point test ran from East to West approximately 120 ft. South of the site. The third four-point test ran from East to West at the site. The results of these te~ts are listed under the Soil · Resistivity Field Report. The soil resistivity test is in compliance with ANSI / IEEE Std. 81, which uses four probes equally spaced and driven into the soil: two current probes, C1 & C2 and two potential probes, P1 & P2. A current is injected through the soil from one current probe to the other. The voltage drop is measured across the soil between the potential probes.· This voltage drop is converted to a resistance value and displayed on the meter. The depth of the soil tested is equal. to the spacing of the test probes. Based on the soil data collected, design r.ecommendations have been made to achieve 5 ohms or less resistance to earth for the site grounding system. Sir:,cerely, Michael Esparza Director of National Accounts Lyncole XIT Grounding Page2 of 3 ii . I \ \ VICINITY MAP SITE LOCATION NOTTO SCALE FROM SAN DIEGO INTERNATIONAL AIRPORT. TAKE 1-5 NORTH TO PALOMAR AIRPORT ROAD EXIT TOWARDS CARLSBAD BLVD. TURN RIGHT ONTO PALOMAR AIRPORT ROAD. TURN RIGHT ONTO CAMINO VIDA ROBLE. TURN RIGHT ONTO LAS PALMAS DR. DRIVING DIRECTIONS Sprint PCS sM CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY 1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY CONSISTING OF BTS EQUIPMENT AND PANEL ANTENNAS. . 2. RADIO FREQUENCY POWER &: SIGNAL FROM THE ANTENNA SHALL NOT INTERFERE WITH Af<Y EXISTING COMMUNICATION SITE. ALL ITEMS SHOWN HEREON ·ARE EXISTING UNLESS OTHERWISE NOTED. 3. THIS IS AN UNMANNED FACILITY -NO SOLID WASTE. THE SITE WILL CREATE NO TRASH. THUS REQUIRES NO DUMPSTER. 4. DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 5. EMERGENCY POWER SUPPLY IS A GEL PACK BATTERY SOURCE AND NOT A FLAMMABLE LIQUID SOURCE. PROJECT DESCRIPTION APPLICANT/LESSEE COX/SPRINT PCS 4683 CHABOT DRIVE, SUITE 100 Pl.£ASINTON, CA 94588 APPLICANT/REPRESENTATIVE COMPASS TELECOM SEIMCES 17870 SKYPARK CIRCLE SUITE 102 IRIIINE. CA. 92614 PHONE: (949) 475-8950 FAX: (949) 475-8949 CONTACT: BERNIE CHASE PHONE: (619) 857-1106 PROPERTY INFORMATION OWNER: CONTACT: AOORESS PHONE: AREA Of CONSTRUCTION: OCCUPANCY TYPE: CONSTRUCTION TYPE: CURRENT ZONING: A.P.N.: HANDICAP REQUIREMENTS: CARI.SSIO SWITCH DIEAN MOORE 2160 lAS PALMAS DR. CARI.SSIO, CA 92009 (760) 476-4410 ±555 SQ.FT. EXISTING l'(PE "B" TYPE V-N PIANNEO COMMUNITY-COMMERC~ 213-050-35-00 FACILITY IS UNWINNEO ANO NOT FOR HUWIN HABITATION. HANDICAPPED ACCESS NOT REQUIREO. PROJECT SUMMARY ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN "-CCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. CAUFORN~ ADMINISTRATIVE COO£ {INCL TITI.ES 24 .t 25) 1995 2. UNIFORM BUILDNG COllE 1997 J. BUILOING OFFICW.S AND CODE ADMINISlRATORS (BOCA), 1993 4. UNIFORM MECHANICAL CODE 1997 5. ANSI/E~-222-F LIFE SAFETY coot NFPA-101-1990 6. UNIFORM PLUMBING CODE 1997 7. NATIONAL ELECTRIC COllE ,1996 8. LOCAL BUILDNG CODE 9. CITY /COUNIY ORDINANCES CODE cor..,1PLIANCE ARCHITECT: ELECT. ENGINEER: VELOCITEL. INC. VELOCITEL. INC. 49D9 MURPHY CANYON ROAD. SUITE 320 150 PAUIARINO SUITE f140 SAN DIEGO. CA 92123 COSTA MESA. CA 92626 ARCHITECT: MARIO ll.VAREZ CONTACT: CHANG CHOE UC. f C-26186 PHONE: (949) 809-4999 CONTACT: MIKE QUICK FAX fl: (714) 540-3402 PHONE: ·(858) 244-1026 FAX: (e56) 244-1032 SURVEYOR: HIRSCH .t COMPANY CONSULTING ENGINEERS 3550 CAMINO DEL RKl NORTH. STE. 305 SAN DIEGO. CAUFORN~ 92120 CONTACT: DEBIE, ROBERTS PHONE (619) 563-4545 FAX (619) 563-4548 PROJECT TEAM ZO!fill!; SITE ACOUISITION VELOc,ITfl C.M. SfRINT RF SfRINT NET-OPS SIGNATURE CATE SITE DEVELOPMENT SIGN-OFF ® By 2 B 20oz City of CARLSBAD BUiLDf NG D£pr_ TO INSTALL AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF BTS EQUIPMENT ON GROUND NEXT TO EXISTING BUILDING W/ 8' -8 HIGH FACE CMU BLOCK WALL PAINTED TO MATCH EXISTING COLOR. ANTENNAS SHALL BE MOUNTED ON THE OUTSIDE OF THE PARAPET. THERE ARE THREE SECTORS WITH 3 ANTENNAS 0 EACH SECTOR. (9 ANTENNAS TOTAL). THE CENTER OF ANTENNAS IS 22' -2" ABOVE GRADE LINE. SCOPE OF WORK SHEET DESCRIPTION T1 TillE SHEET, SITE INFO~TION ANO VICINITY MAP T2 GENERAL NOTES. MATERW.. usrs. ABBREW.TIONS AND LEGEND LS1 SITE SURVEY A1 SITE PIAN A2 EQUIPMENT AREA PLAN .t ANTENNA LAYOUT A3 NORTH .t SOUTH ELEVATIONS A4 EAST .t WEST ELEVATIONS A5 EQUIPMENT CQMPO\JNO ELEVATIONS A6 CONSTRIJCTION DETAILS A7 CONSTRIJCTION DETAILS ie1 ELECTRICAL SITE PW! E2 SINGLE LINE OI.IGRAM,DETAILS E3 •QUIPMENT AREA PIAN .t ANTENNA LAYOUT E4 ELECTRICAL DETAILS E5 CONOUIT .t WIRING ROUTING .t 0£TM.S !;:l! .. 1 PANEL "p" SCHEQULE .t 0£TAILS l.1 PLANTING PIAN DETAILS .t NOTES l.2 IRRIGATION PIAN DETAILS .t NOTES SHEET INDEX I JURISDICTION: CITY Of CARLSBAD DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT ·fN WRITING OF Af<Y DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR. SAME. THE CONTRACTOR ,SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FA(lRICATING ANY MATERIAL. GENERAL CONTRACTOR NOTES • • Sprint® SprintPCS '" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON. CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY ff"'"'""~";;;'; IO 2 I I ~'""" '°'' L,aoA,.~:~::,oo,=J 01/11/02 I ADDENDUM TO BID I SZ 09/17/01 I P.C. SUBMITTAL IDB 09/14/01 I FINAL. C. D. IDB 08/22/01 I 90% C.D. IDB PLANS PREPARED BY: Ve/dciTel~ ARCHITECTURE AND ENGINEERING DIVISION -4909 MU~HY CANYON ROAD.SUITE 1320 SAN DtEGO. CALIFORNIA 92123 CONSULTANT: (858) 244-102& [858)244-1032FAX www.velocitel.net T1 I {jrJ( J()[/ ~ ~ SPRINT PCS PROJECT MATERIALS UST :RIPTION I _ ___ I MANUFACTURER MODEL OR PART QTY. NIT FURNISH B'i --· ------AIITENNASl52" DIREC110NAI. PANEL ANTENNA Tes,. WIREL£SS ~S 065-13-2 9 EA. SPRINT AIITENNAS 52" PANEL AIITENNA AIITENNAS CPS _ _ J. LUCENT AIITENNA MOUNTS MONOPOLE MC ANTENNA. MOUNTS TO'IWR MOU! AIITENNA MOUNTS 'WAll MOUNT ANTENNA. MOUNTS OMNI WHIP AIITENNA MOUNTS CPS MOUNTII lUNT IEMS [Tgw[R MFR. TO PIPE I ANTENNA MFR. _CONTRACTOR/_SHOP 1G PLATE & PIPE I LUCENT C\IINET"= NmNII,\ CABLE 00/ER >SSOOLYIACCA LUCENT -- CAaNfJ/COIIPACT N11ENNA CAil£ 00/ER ASS/ IACCA\ LUCENT -- CABINET POWER CABINET IPWR\ LUCENT -- -~ ,1~ EA. CONTRACTOR EA. CONTRACTOR 9 IEA. CONTRACTOR EA. CONTRACTOR 1 IEA. CONTRACTOR IEA. SPRINT IEA. SPRINT 1 IEA. SPRINT .. CABINET 'PRIWARY RADIO CABINET PRC LUCENT --1 ti\. SPRINT -CABINET GROWTH RADIO CABINET I 1 GI LUCENT --• •• I ltA. SPRINT CABINET GROWTH RADIO CM3INET 12 G2), 3 G3 LUCENT --J1 IEA. SPRINT CABINET BACK-UP POWER CABINET IB/Ul LUCENT --11 IEA. SPRINT CABINET /MINI POWER PROTECTION CABINET IPPCI NORTHERN TECH. --I I I tA. SPRINT EQ\JI_PMENT MOUNTING-fil<lD (PER~ EQUIPMEl<T JIOUNTING ~TE_OR_l,I (PER_ PlANJ CONTRACTOR./el<QI'_ CONTRACTOR/SHOP J:ABLE TRAY WITH CO\'ER/12" WIOTH I CONTRACTOR CABLE TRAY WITH COVER/18" WIOTH ___J CONTRACTOR CABLE l.ADO£R--t2• WIDTH CA8l.E BRIOCE .t: PED. CROSSCl't{R 13-3 4" Wit£ I I-r-- EA. CONTRACTOR EA. CONTRACTOR_ LF. CONTRACTOR 1<1<)~_ ILF. CONTRACTOR LF. CONTRACTOR LF. CONTRACTOR _CABU'. BRIDGE .t: PED CROSS<MR/23-1/4• _ 1..r. 1.., . -"ONTRACTOR t;O~ CABLE/CONDUIT CABLE BRIOGE GRIP smUT 11-3/4" COOOl,LCNli/7/8" COIXLll CABlE/1-1/4' COIXLll CABlE/1· ' C01XL1L CABlE/2· TOP JUUPEJI CAIi BOlTOM JUMPER COOC1A1. CABLE ~ ~ ~ ~ COOCIAI. CABLE FLC78-~RFS f_OAM FLCttAiiJRFS FOOIFLC1UJ: !1£214-SOJ RFS RFS SOJ l~L _ _lRFS !lfS li/lN IW.EI RFS f7_8"-IRFS l-1L4" IRFS ™ 1~5% IRFS fEMAlE 2-i/4" I RFS CONCRETE UTIUTfli<lX/ElECTRICAL \7js~ CONCRETE UTIIJ!Y BOX/TELEPHONE 17.75"X30" CHRISlY DIGITAL SUB-METER/ DIGITAL SUB-METER/ DIGITAL SUB-METER/ ·240 1' 200\ ~ ~00,, E·MON CORP. E-MON~ E-IION CCR!', GENERATOR RECEl't 200\ 3P4W APPLETON APPLETON GENERATOR RECEPTACLE OFFSET GENERATOR RECEPTA LE SACK BOX/NON-METi APPLETON MATERIALS LIST A.B. MN. N:.CA ADO'L A.F.F. A.F.G. Al.UM. AI.T. ANT. APPRX. ARCH. AWG. BLDG. BU<. BLKG. BM. 8.N. BTCW. 8.0.F. B/U CAB. CANT. C.I.P. CLG. CLR. cot.. CONC. CONN. CONST. CONT. d DBL DEPT. D.F. DIA. OIAG. DIM. OWG. DWI.. EA. EL EUEC. ELEV. EMT. E.N. ENG. EO. EXP. EXST.(E) EXT. FAB., F.F. F.G. FIN. FLR. FON. F.O.C, F,O,M. F.O.S. F.o.w. F.S. FT.(') FTG. G. GA. GI. G.F.1, GLB.(GLU-1.AM) GPS ANCHOR BOLT ABOVE -CABlECOl{RASSOllflY AODITTONAL • ABOVE FINISHED FLOOR ABOVE FINISHED GRACE ALUMINUM ALTERNATE ANTENNA APPROXIMATE(LY) ARCHITECT(URAL) AMERICAN WJRE GAUGE BUIUDING BLOCK BLOCKING BEAM BOUNOARY NAIUNG BARE TINNED COPPER WJRE BOTTOM OF FOOTING BACK-UP CABINET CABINET ~~&>J CEJUNG Cl.EAR COLUMN CONCRETE CONNECTION(OR) CONSTRUCTION CONTINUOUS PENNY (NAILS) OOUBUE DEPARTMENT DOUGLAS FIR DIAMETER OIAGONAL DIMENSION OAAWJNG\S) OOWEL(S EACH ELEVATION EUECTRICAI. ELEVATOR ELECTRICAL METAi.UC TUBING EDGE NAIL ENGINEER. EQUAL EXPANSION EXISTING EXTERIOR FABRICATION(OR) FINISH FLOOR FINISH GRADE ~~;(EO) FOUNDATION FN:.E OF CONCRETE FN:.E OF MASONRY FN:.E OF STUD FACE OF WALL 'FINISH SURFACE FOOT (FEET) FOOTING GROWTH (CABINET) GAUGE CALVANIZE(D) GROUND FAULT CIRCUIT INTERRUPTER GLUE I.AMINATEO BEAM GLOBAL POSffiONING SYSTEM ABBREVIATIONS 810921-001 810916-00l 810920-001 ~ 815396-006P 815J96-019e PNM PHM/734868_ 7.38842 73BBB3 I~ 734949 NJ6 PTS1730 SA ~26 ·304026 ;-104030 GRND. HDR. HGR. HT. ICGB. IN.(") INT. LB.(f) LB. LF. L MAS. MAX. M.B. MECH. MFR. MIN. MISC. IITL fu'll.c1> N.T.S. o.c. OPNG. P/C PCS PLY. PPC PRC P.S.F. P.S.f. P.T. PWR. QTY. RAO.(R) REI'. RE!NF. REQ'D. RGS. SCH. SHT. SIM. SPEC. SO. S.S. STO. Sll. STRUC. TEMP. IBK. T.N. T.O.A. T.O.C. T.o.F. T.O.P. T.O.S. T.o.w. T\'P. U.G. U.L U.N.O. V.1.F. w W/ WO. W.P. WT. .. I!. ~t. LF. CONTRACTOR 180' LF. SPRINT LF. SPRINT 1300· LF. SPRINT LF. SPRINT 10 EA. SPRINT 10 EA. SPRINT EA. SPRINT 2 EA. SPRINT 16 EA. SPRINT EA. SPRINT p2 EA. SPRINT EA. SPRINT EA. CONTRAGTOR EA. CONTRACTOR EA. CONTRACTOR EA. CONTRACTOR EA. CONTRACTOR 1 IEA. 1 IEA. I. _LEA. GROUND HE"AOER HANGER HEIGHT SPRINT SPRINT SPRIN)" ISOlATEO COPPER GROUND BUS INCH(ES) INTERloR POUND(S) lAG BOL7S UNEAR FEET (FOOT)· LONG(ITUDINAl.) MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCEl.lANEOUS METAL NEW - NUMBER NOT TQ ,SCALE ON CENTER OPENING PRECAST CONCRETE PERSONII. COIUJNl("J,OON SERW:ES PLYWOOD POWER PROTECTION CABINET PRIM-!,RY RADIO CABINET POUNOS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POWER (CABINET) QUANTITY RADIUS REFERENCE REINFORCEMENT(ING) REQUIRED RIGID GALVANIZED STEEL SCHEOUUE SHEET SIMILAR SPECIFICATIQN(S) SQUARE STAINUESS STEEL STANDARD ~~CTURAL TEMPORARY m~K~S) TOP OF ANTENNA TOP OF CURB TOP OF FOUNDATION TOP OF PlATE (PARAPET) TOP OF'STEa TOP OF WAI.I. T\'PICAL UNDER GROUND UNDERWRITERS LABORATORY ·UNLESS NOTED OIBERWJSE VERIFY IN FlaD WIOE(WIDTH) WITH WOOD WEAIBERPROOF WEIGHT CENTERUNE PlATE Ts SPRINT-PCS PROJECT MATERW.S UST GENERAL CONSTRUCTION NOTES• MANUFACTURER MO EL OR PART QTY. UNITS FURNISHED BY 1. THE FACIUlY IS AN UNOCCUPIED DIC!l'AL TELECOMMUNICATION FACIUTY. CONTRACTOR , LF' CONTRACTOR • 2. PLAHS ARE NOT TO 8& SCAlEI) ANO ARE INTENDED TO BE A D~IU.TIC CONTRACTOR 550 LF. CONTRACTOR OUTUNE ONLY, UNLESS NOTEO OTHERWISE. THE WORK SHALL INCLUOE GROUNO BUS BNI./ 1/4"X4"X18" GROUNO BUS-_BAll/ l/4"X4"X1}" GROU_l!D_ll_US ~L_'L_4"X4"X24" ~!TH 25• T,IIL 1/T COO<IAL CABLE (GPS' 7/8" CJ),<XIAL CAB!J_ 1-1/4" ~ CABLE 1-5/8" COO<fAL CABLE GROUNDING KITS FOR 2-1/4" COO<IAI. CABU: ~ HAR@\ HARG_!ll_ CONTRACTOR ~ CONTRACTQll_ CONTRACTQll_ CONTRACTOR GROUND Roo-·Ts/s·,x10· LONG COPPER CLAD __ I CONTRACTOR GROUND INSPECTION WEU (1_1)~_4• OEEP' XIT CRp!J_NO HOISllNG GRIP FOR 1 2" COl,XIAL-CABLE HOISTING GRIP FOR 7 /8" COO<IAI. CABLE HOISTING GRIP f'OR 1-1/4" C0AXW,. CABLE HOISTING GRIP_ FOR 1-5/8' COAXw,_(:,181.£ HOISTING GRil> FOR 2-TW C0.!l<lAI. CABLE METER CAN/100A 22K A.IC. METER_CAN/100\ 42K AI.C. POSITRON flLilll_ f'_UlJ.BOX/l~"Xl2"X§" PUU. BOX/6°X6"Xl8" PULL BOX/OTHER (PER PLAN\ CONTRACTOR CONTRACTOR ~ RFS RFS RFS_ RFS CIRCLE A.W. CIRCLE A.~. COJ,JTRACTOR _CONTRACTOR C0"1RAl:TOR TGBITl441BRITTP - TG91T14424MIGTP TGBIT1«24M1GTP 910303 910307 910311 914988 915158 910303 910307 910311 914988 91fil_58_ 15 I I 2 6 12 ~ 2 T I 3 6 EA. f.\._ EA. EA. K f.\._ EA. EA. CONTRACTOR CONTRACLQR CONlRACTOR SPRINT ~PRIIIT J;PRINT SPRltrr SPRlfil f.\._ !CONTRACTOR EA. IC~_OR EA. ICONTR-"'TOR EA. SPRINT FA. SPRINT ~ fAJSPRIIIT_ f.\._ ISPRJ_fil EA. I CONTRACTOR FA. CONTRACTllR f.\._ I CON]flA(;TOR FA. I CONTRACTOR FA. I CONTRACTOR EA. I CONTRAC]OR FURNISHING W.TER!AlS, EQUIPMENT, APPIJRTEIIANCES NlO LABOR NECESSARY TO COWPLETE All INSTAUATIONS AS INDICATED ON lHE ORAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHAU. VISIT THE JOB SITE #ID BE RESPONSIBLE FOR All CONTRACT OOCUMENTS, AELO CONOmONS AND DIMENSIONS, ANO CONRRMING IBAT THE WORK W.Y BE ACCOMPLISHED ,s SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. >Hr OlSCREPmCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER ANO ARCHITECT/ENGINEER PRIOR TO PROCEEOING WITH THE WORK. 4. THE CONTRACTOR SHALL RECEll'E, IN WRIOOG, AUTHORIZ,\TION TO PROCEEO BEFORE STARTING WORK ON ANY fJEM NOT CLEARLY DEFINEO OR IDENTIFIEO BY THE CONTRACT DOCUMENTS. 5. CONTRACTOR SHAl.l CONTACT USA BEFORE PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CON5mUCTION. 6. THE CONTRACTOR SHALL INSTAl.l All EOOIPMENT »Ill IIATERll,LS IN ACCORDANCE WITH MANUFAClURER'S RECOMMENDATIONS UNLESS SPECIF1CAI.LY INDICATED OTHERWISE OR WHERE LOCAL COOES OR REGULATIONS TAKE PRECEOENCE. 7. All WORK PERFORMED ANO W.TERIALS INSTAI.LEO SHAU. BE IN STRICT ACCOROANCE WITH All APPUCABLE COOES, REGULATIONS ANO ORDINANCES. CONTRAGTOR SHAl.l GIVE All NOTICES ANO COMPLY WITH All LAWS, OROINANCES, RULES, REGUlAOONS ANO LAWf\ll ORDERS OF ANY PUBLIC NJTHORITY REGARDING TI£ PERFORMANCE OF THE WORK. MECHANICAL AHO ELEtmlCAL SYSTEMS SHAl.l BE INSTAI.LEO IN ACCOR!l'NCE WITH All APPUCABLE MUNIClPAI. AND UTILITY COMPANY SPEC1FICATIONS, AND LOCAL AND STATE JURISOIC110NAI. COOES, ORDINANCES ANO N'l'UCABLE REGULATIONS. 8. THE GENERAi. CONTRACTOR SHAl.l SUPERVISE ANO DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. TH£ CONmACTOR SHI.LL BE SOLELY RESPONSIBLE FOR All CONSffiUCTION MeANS, METHOOS, TECHNlDUES, SEQUENCES #10 PROCEOURES AND FOR COORDINATING All PORTIONS OF THE WORK UNOER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER ANO WITH THE LANDLORD'S AUTHORl2EO REPRESENTATh{. 9. SEAL PENETRATIONS THROUGH ARE RATEO AREAS WITH U.L LISTED ANO ARE I SAF£TY SWITCH llPER PLAN) PER PLAN PER PLAN E'.A. CONTRACTOR I CODE APPROVED MATERIAl.S. ' 1 10. PROVIDE A PORTABLE ARE EXTINGUISHER wmt A RATING OF NOT LESS llWl CONTRACTOR EA. CONTRACTOR 1 2-A OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO Ml. PORTIONS OF THE PTOF {FOi!12"t PTOF (FOR 18" 7 PTOF (FOR 24"t ~ ~ 'OTlj WEATHERPROOflNG KIT CONTRAGTOR 40 EA. CONTRACTOR _J PROJECT AREA CURING CONsmUCTION. _<;()_NTRACTOR EA._ CONTRACTOR 11. All CONSTRUCTION SHAl.l BE IN ACCORONlCE WITH CHN'TER 23 OF THE UBC "12 GA IJNISTRUT PIOOOT LF. CONTRACTOR :ii: ~~~~{cJ'~~F_JXW:i_ES~U~Gll: l~O,INCE " 16 GA UN!smuT P4000T LF. CONTRACTOR WITH LOCAL EARTHQUAKE COOES ANO REGULAOONS. ~ u.1, PER PLAN PER PLAN LF. CONTRACTOR RF; 916132 30 SPRINT 12. DETAILS ARE INTENDEO TO SHOW ENO RESULT OF DESIGN. MINOR MOO<FICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDl110NS, ANO SUCH MOOIFICATIONS SHAU. BE INCLUDED AS PART OF THE WOR1C. ICOO<fAL CAlf1.E FLC 12-50.J GPS IRFS l81os1a-oo,~ -~ 1225• ILF. isPRINT I ,J. THE CONTRACTOR sf\\Ll. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPRDYEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., PPC CABINET NORTHERN ftcC_ll. 112101-WOf 1 I !SPRINT ANO UPON COMPLE110N OF WORK REPAIR ANY Cll,MAGE THAT OCCURRED CURING CON5mUC1JON TO THE SATISFACOON OF SPRINT. I I I I I I I "· KEEP GENERAL AREA CLEAN, HAZARO FREE, ANO DISPOSE OF All DIRT, OEBRJS, NOTE: RUBBISH AND REMOVE EQUIPIIENT NOT SP!:CIAEO AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDl110N ANO FREE FROM PAINT SPOTS, OUST OR THIS UST REPRESENTS BASIC <;OM!'ONENJS ONLY AND IS NOT Al.l-lNCLUSl\'E. CONTRACTOR SHALL BE SMUOGES OF ANY NATURE. lfESPONSll[ FOR l'ERlfYIIG All COIIPOH£lfTS >HJ flUNffiTfES REOOR£Jl ro COMPLETE 1ME WORIC llEPlCTED c;:, ,:;,. ® ,........ • • ~ (ID m ~ 0 • A & 0 @ NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR MECHANICAL GRND. CONN • CAOWELO GROUND· N:.CESS WEll aECTRIC BOX TELEPHONE BOX UGHT POUE FND. MONUMENT SPOT ELEVATION SET POINT REVISION GRID REFERENCE DETAIL REFERENCE ll"-'9'5A¢"·f'•·1 GROUT OR PLASTER ====:::::i (E) BRICK . tlll///tlllll/l/11111 (E) MASONRY f. ,:. . .,; C ·; • ' ·: .. ·I CONCRETE ~ EARTH pgogogogogogogJ GRAVEL Q&?/lllll/21/12iM PLYWOOD @;-r.::.~~¢.,§"{'.;&fl-:J SANO ~ WOOD CONT. ~ WOOD BLOCKING , Pi'<i'N<'N¼'<'RI STEEL -----CENTERUNE PROPERTY/LEASE UNE ~ ~ MATCH UNE WORK POINT -GROUND CONDUCTOR --T--TELEPHONE CONDUIT --E--ELECTRICAL CONDUIT --A---COAX!AL CABUE (3 15. REPRESENTATIONS OF lRUE NORTH, OTHER THAN THOSE FOUND ON THE Pl.OT ~ S:VNG~Wl~~~?·TH~~k BEJ.=~~ ~YEST= ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABIJSHMENT 01' lRUE NORTH, NlD SHAl.l NOTIFY THE,ARCHITECT/ENGl<EER PRIOR TO PROCEE01NG WITH THE WORK IF ANY DISCREPANCY IS FOUNO BETWEEN THE VARIOUS ELEMEHTS OF THE WOR!<ING DRAWINGS ANO THE lRUE NORTH ORIENTATION AS DEPICTED ON THE CML SIJRl'EY. THE COIITRACTOR SHAl.l ASSUME SOLE UABIUTY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. 16.-PENETRA110NS OF ROOF MEMBRANES SHALL BE PATI:HEO/FIASHEO AND MAOE WATERTIGHT, USING I.JKE W.TERIALS IN ACCORlllNCE WITH-NffCA ROOFING STANOAROS All> DETAIIS. CONTRACTOR SHAll OITTAIN DETAIUNG ClARIFICA110N FOR SITE~SPECFIC CON01110NS FROII ARCHITECT/ENGINEER,, IF NECESSARY, BEFORE PROCEEIJNl. 17. BEFORE COMMENCl<G WORK, CONTRACTOR SHAl.l l'ERlfY WITH X-RAYS THE POINTS OF CONNEC110N FOR THE ANTENNA SUPPORT INTO THE PRECAST CONC. PANELS TO MAKE SURE NOT TO INTERFERE WITH THE STRUCTURAL INTEGRITY 01' THE PRECAST CONC. PN<ELS • GENERAL ~TRUCTURAL NOTES 1. -WHERE A CONSTRUCTION DE!Afl IS NOT SHOW!1 OR NOTEO, THE OETAIL SHA1.L BE THE SAME AS FOR OTHER SlllllAR WORK. 2. NOTES -"'O OETAILS ON DRAWINGS SHAl.l TAKE PRECEDENCE 0'IER GENERAL NOTES. 3. NO PIPES, DUCTS, SLEEVES, C"-'SES, EiC. SHALL BE' P!ACEO IN SV,BS, 8£.IMS, OR WALLS UlllESS SPECIF1CAI.LY SHOWN OR NOTED, NOR SHAl.l Nit SlRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, EiC., UNLESS OTHERWISE NOTEO. CONTRACTOR SHAll OBTAIN PRIOR APPROYAL FOR' INSTAl.lAOON OF ANY AOOITl0NAL PIPES. DUCTS, ETC. GENERAL NOTES ANTENNA AZIMUTH ANTENNA COAXIAi. CABUE SECTOR MAKE/MODEL UENGTH SECTOR CSA WJREJ.ESS 10" 60'-0" A PCSS 065-13-2 4. CONTRACTOR AGREES THAT HE SHAll ASSUME SOLE AND COMPLETE RESPONSIBIUIY FOR JOB SITE CONDl110NS OORING THE COURSE OF CONSTRUCTION OF T>OS PROJECT OF All PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHAll -------. . ---ANO THAT ARCHITECT/ _ CONNECTION Y'1TH THE PERF'ORw.NCE Of WORK ON mis PROJECT, EXCEPTING FOR UABlUTY NUSING FROM THE SOLE NEGUGENCE OF SPRINT OR THE ARCHITECT/ENGINEER. s. THE CONTRACT ORAWINGS mo SPEOflCATIONS REPRESENT THE ANISHEO smucruRE THEY 00 NOT INOICATE THE ME!HOO OF CONSmUCTION. THE CONTRACTOR SHAU. PROVIO All MEASURES NECESSARY TO PROTECT THE smucTURE, WORKERS AND PEOESTRIINS CURING CONSmUCTION. SUCH MEASURES SHAll INCLUOE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOI.OS OUE TO CONSffiUCTION EQUIPMENT, TEMPORARY • smucTURES, AND PARTfALLY COMPlETEO WCRK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHAl.l NO! INCLUDE INSPECTION OF SUCH ITEMS. 6. ASTII SPECIFICATIONS NOTEO ON THE ORAWINGS SHAU. BE OF THE LATEST REVISION. . . 7. CONSmUCTION MATERIALS SIIAl.l BE SPREAD OUT IF PlACEO ON FRAMEO FLOOR OR ROOF. L(f,lf) SHAU. NOT EXCEEO THE OESIGN Ul'E LCWl PER SQUARE FOOT. PRCMOE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINEO DESIGN smENGTH. 8. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO LOCATE All EXISTING UTIUTlES WHETHER SHOWN HEREON OR NOT ANO TO PROTECT THEW FROM DAMAGE THE CONTRACTOR SHALL BEAR All EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 9. DIMENSIONS SHALL TAKE PRECEOENCE 0'IER SCALES SHOWN ON DRAWINGS. 10. THESE NOTES SHALL BE CONSIDEREO A PART OF THE WRITTEN SPECIFlCATION. 11. All ITEMS REMOl'EO DURING CONsmUCTION WCRK (I.E. ORYWAl.l, PLYWOOO. CEILING PANUS, EiC.) SIIAl.l BE REPlACEO TO W.TCH EXISTING. .GQNQlill 1. All CONCRETE WORK SHAl.l BE IN ACCORlllNCE WITH THE AC! 01-89, AC! 318-95 AND THE SPECIFICA110N FOR CAST·IN-PV.CE CONCRETE. 2. AU. CONCRETE SHAU. HAVE A MINIMUM COMPR~ STRENGTH OF 2500psi AT 28 DAYS UNLESS NOTEO OTHERWISE. J. REINFORCOiG STEEL SHI.LL CONFORM TO ASTII A 615, GRADE 60 OEFORMEO UNLESS NOTED OTHERWISE. SPLICES Cl.ASS "8" AND All HOOt<S SHALL BE STANDARD UNLESS NOTEO OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE C0'IER SHAl.l BE PROV10ED FDR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS; CONCRETE CAST AGAINST EARTH •••••• ·-··-•• 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: l6 AND lAAGER -=,---2 IN. IS AND SMAllER & W#F ·····-········-1-1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND SLAB AND WAl.l =:----J/4 IN. BEAMS ANO COLUMNS ----1-1/2 IN. 5. A CHAMFER 3/4" SHI.LL BE PRtMOEO AT All EXPOSEO EOGES OF CONCRETE U.N.O. IN ACCORDANCE WITH AC! 301 SEC110N 4.2.4. OESIGN CRITERIA I. THE 1997 UNIFORM BUILDING COllE HAS BEEN USEC FOR DESIGN. 2. l!.IXIMUM LATERAL LCWlS, INCLUDING NEAR AELO EFFECTS, (Fp•O.SSWp) HAVE BEEN USEC 3. A MlNIMUM SOil BEARING PRESSURE OF 1000 PSF HAS BEEN USEC. 4. A l!.IXIMUM EQU7Pl,IENT WEIGHT OF 5530 POUNOS HAS BEEN ASSUMEO. 5. A A.AT SITE IS ASSUMEO. -6. IT IS ASSUMEO THAT NO ADJACENT 5mUCTURES ARE IMPACTED BY TH€ FOUNIJ,\TION FORCES GENERATEO BY THIS EQUIPIIENT, INCLUDING BUT NOT I.IMITEO TO RETAINING WALLS AND FOUNDATIONS FOR OTHER smucruRES .. CABUE SIZE 7/8" SPECIAi. INSPECTION REQUIREO AT FILEO WELOING AND HIGH STRENGTH BOLTING COLOR I TOP JUMPER I BOTTOM JUMPER I COMMENTS CODE LENGTH LENCIB YEU.OW I I BROWN 6' 6' WHITE 11 ~ ELEVATION REFERENCE --f/E--WJli'l,~°cilRVICE SECTOR CSA WIRELESS 210·-o· 1-5/8" RED B 160" PCSS 065-IJ-2 s.:.i~ 1· 6' I 6' ~ I SECTION REFERENCE --x-· ---CHAIN UNK FENCING SECTOR CSA WJRELESS 1-5/8" GREEN C 260" PCSS 065-13-2 215'-D" ~~· 6' I 6' SECTOR --GREEN ---------BROWN 1 . --. --D WHITE GPS LUCENT 225'-o· 1/2" CPS CRAY I --I -- .t!Q!E; • • Sprint~ Sprint PCS 4683 CHABOT DRIVE, SUITE 1 DO PLEASANTON, CA 94588 :=PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY f "'"' ~"~ ;;'; I 02 11 ISSUED FOR: t,"DAm~:::,.=~~ 01/11/02 l ADDENDUM TO BID I SZ 09/17/01 P .C. SUBMITTAL I DB 09/14/01 08/22/01 PLANS PREPARED BY: FINAL C. D. I DB 90% C.D. IDB Ve/dciTel~ ARCHITECTURE AND ENGINEERING DIVISION .C909 MURPHY CANYON ROAO,SUITE #320 SAN DlEGO. CAUFOltNIA ?2123 (858)244-102& (858J244-1032FAX. www.velodtel.net CONSULTANT: . M ABBREVIATIONS & LEGEND ANTENNA & CABLE SCHED. CONTRACTOR TO FIELO VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTAl.!ATION OF CA!3LES. LEGEND l4 ANTENNA & CABLE SCHEDULE 1211\l SHEET NUMBER: T2 II ' L .._'b ":,<:>· '_\i J N.W. ----------------~---N 87"42'34" W I -------------: 83.27' _, ~1(/J 7~!8 "' N 89"30'31" £ ..; ';,, r-·-------50.00' --------;:} ~,~ ~ ~ 0 -~ 0) 1<::) • I ~·~ g·~ g L_ ________ 50.00' ________ _J z s 89"30'31 " w LEASE BOUNDARY DETAIL SCALE:l "=10' o.,'<> ":,<:>· '_\i COR. PROPOSED CENTER OF TOWER LATITUDE: NORTH 33"07'03.26" LONGITUDE: WEST 117"16'23.21" NAO 83 N 1987942.2039 £ 6248409.1841 £L£VATION: 278.97 (NAVO 88) TH£ HORIZONTAL ACCURACY OF TH£ LATITUDE AND LONGITUDE AT TH£ CENTER OF TOWER LOCATION FALLS WITHIN FIFTY (50) FEIT. DATE OF SURVEY: 3/21/01 BASIS OF BEARINGS TH£ BASIS OF HORIZONTAL CONTROL FOR THIS SURVEY IS TH£ NORTH AMERICAN DATUM OF 1983. PLAN£ COORDINATES SHOWN H£R£0N AR£ IN TERMS OF TH£ CALIFORNIA STAT£ PLAN£ COORDINATE SYSTEM OF 1983, ZONE 6. TITLE REPORT /DENT/FICA TION: AMERICAN TITLE COMPANY TITLE REPORT NO. 811299-12 DATED 01/26/01 ASSESSORS /DENT/FICA TION: APN 213-050-35-0 OWNER: "'" 229 • 92 TH£ ANGIN FAMILY TRUST, VIRGIL ANGLIN AND PATRICIA ANGIN, TRUSTEES, UDT DATED 1-31-89 LIGHT POL£ 18.5' AGL ~ oi ~ :it: 'io ;_'f- i:: g LIGHT POL£ Ill 1 18.5' AGL !a '":,'1,"J! '1, ~ rt"'" '_\i i,.'b 1'":,· ~ .. -· ~~ ~~ " ::::::::.. --'===c-=....:.-__________ -\-_-'---,'---......;-::::~·--_-__ ·;:;::;;.·--------=----:::i I fo"o f_i,.9":, u iii j + """ ,. I I ,u-+.£3 A· ._v-s~y. 't- ~ ~ II) ~ ~ 8 ~ WATER VALVE <:> EXISTING BUILDING ,502 i7~_73 {J'?'Y 5.08 DRAIN £L£CTRICAL STRUCTURE: 14.0' AGL "' .., ~ II) I:! ~ 8 t,.V- t,.">~y. II) g kl ti • ~ co H.W. COR. WALL 9.0' AGL LEGAL DESCRIPTION PER TITLE REPORT: LOT 10 OF CARLSBAD TRACT HO. 79-1, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO MAP TH£R£0F NO. 9389, FILED IN TH£ OFFICE OF TH£ COUNTY R£CORD£R OF SAN DIEGO, SE:PT£M8£R 26, 1979. LEGAL DESCRIPTION LEASE BOUNDARY: A PORTION OF LOT 10 OF CARLSBAD. TRACT NO. 79-1, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO Ir/AP TH£R£0F NO. 9389, FILED IN TH£ OFFICE OF TH£ COUNTY R£CORD£R OF SAN DIEGO, S£PT£1r1B£R 26, 1979. BEGINNING AT TH£ NORTHEAST CORNER OF SAID LOT 10; TH£HC£ W£ST£RLY ALONG TH£ NORTHERLY LINE: TH£R£0F, NORTH 87"42'34" WEST, 83.27 FEIT; TH£NC£ LEAVING SAID NORTHERLY LIN£, SOUTH 00"29'29" WEST, 12.75 F££T TO TH£ TRUE POINT OF BEGINNING; TH£NC£ CONTINUING SOUTH 00"29'29" WEST, II.DO FEIT; TH£NC£ SOUTH 89"30':SI" WEST, 50.00 FEIT; THENCE: NORTH 00"29'29" £AST, II.DO FEIT; THENCE: NORTH 89"30'31" £AST, 50.00 FEIT TO TH£ TRUE: POINT OF BEGINNING. LEAS£ BOUNDARY CONTAINS 550.00 SQUARE FEIT OR 0.00126 ACRES MOR£ OR LESS • {IJ~OOLING TOWER (TYP./4•3' AGL .539 .538 ., .... BOLLARDS (rf P.) II "!. EXCEPTION ITEMS PER TITLE REPORT @ <:)<:) 1;'"'" o'I-"l":J I J!~-~~-----1'\; '\; 21.34 0£PR£SSE:O CURB (TYP.) C£NT£R OF PROPOSED ANTENNA LATITUDE: HORTH 33"07'03.26" LONGITUDE: WEST 117"16'23.21" £L£VATION: 278.97 (NAVO 88}' LAS PALMAS DRIVE 255.82 . _,255 I 95 GA1~ i."' n'?· ':; 255 :rRANSFOR/rlE:R 256 @ EXEMPTION DESCRIPTION A PROPERTY TAXES B PROPERTY TAXES C SUPPL£/rl£HTAL TAXES 1 RIGHTS OF TH£ PARTIES 2 RIGHTS' OF TH£ PUBLIC :S COVENANTS, CONDITIONS AND RESTRICTIONS 4 PROVISIONS 5 PROVISIONS 6 SDG&£ E'AS£M£NT 7 UHR£CORD£D LEASE: 8 COVENANTS, CONDITIONS AND RESTRICTIONS 9 DOCUlrl£HT 10 UHR£CORD£D LEAS£ 1 I UTILITY E'AS£M£HT 12 UHR£CORD£D LEAS£ 13 INVALIDITY OR DE:FE:CT IN TITLE: 14 RIGHTS OF TH£ PARTIES REC. D.AIE: 10/01/1974 07/27/1982 01/10/1983 02/04/2000 03/14/2000 03/14/2000 05/25/2000 11/09/2000 RE:C. INFORMATION LOCATION INST. 74-263897 Ir/AP ·NO. 9389 MAP HO. 9389 INST. 82-229733 INST. 83-008585 INST. 2000-0060543 INST. 2000-0128789 INST. 2000-0128789 INST. 2000-0274270 INST. 2000-0609530 Pl.All NOR'IH HON PLOTTABL£ (HP) HP NP HP NP HP HP HP BLANKET £AS£M£HT HP NP HP HP SHOWN HP HP NP l OO":SS45.9ll"MN I ; 'f II SCALEt I!!! 1"s20~--Q:I -~ ·~·1 7 • • Sprinte SprintPCS"' 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LA SPALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY [""" ,~~;:10, II r~ ,o~RMIT _ ~ -REV.:-OATE:--DESCRIPTION:--BY:- 09/14/01 FINAL JT 03/26/01 PRELIMINARY JT PLANS PREPARED BY: Ve/dciTef ARCHITECTURE AND ENGINEERING DIVISION -1'109 MURPHY CANYON ROAD,$UflE f32D SAN DEGO, CAUFOIMA 92123 (&se}:zA.4..102& CONSULTANT: (858) 244--1032FAX www.velodfel.net HIRSCH & COMPANY CONSUL TING ENGINEERS 3550 CAMINO DEL RIO NORTH. STE. 305 SAN DIEGO, CALIFORNIA 92120 PHONE (619) 563-4545 / FAX (619) 563-4545 DRAWN BY: u JA =cHK.:=APV.:~ I JT I ~ ~LICENSURE: '-51-1,;:E, TITL' ~ SlTE SURVEY l 0:S'1 I _J @ SITE PLAN (N) LANDSCAPING W/ PALMS & SHRUBS TD MATCH EXISTING TDP OF EXISTING IRRIGATION SYSTEM. a (X) en 01 :'I ~i NI ,,,, bl o, Ul! (N) TEST EQUIPMENT COMPOUND ±267 SQ. FT. W (N) (3) 4'-4" LONG PANEL: '\!§) ANTENNAS, SURFACE MOUNTED SECTOR "A" @ 1 O' (E) CONC. DRAINAGE (PCSS 065-13-2) DITCH PAINTED TO MATCH EXISTING BUILDING (E) ±12'-0" HIGH TREE TO REMAIN N 87"42'34" W 284.13' (N) SPRINT MODCELL EQUIPMENT COMPOUND ±288 SQ. FT. (E) LANDSCAPING (E) ±8-0" HIGH TRASH ENCLOSURE (N) SERVICE ACCESS AREA N 87"42'34" ~-~.:P' (N) POWER RUN ±901-0" ~~~~~ MOUNTED ON CEILING ~ @ -----1 (E) 5'-0" HIGH "----SCREEN WALL I ~ EQUIPMENT ENCLOSURE ON ROOF a:::::i·· •IL (N) GPS '0!,) J'~-,_J <' NEWA~:E;:; M:Ej:2J601~ f (E) ASPHALT\ LAS PALMAS DRIVE A ... • PARKING \__ . (E) POWER ROOM :J 11-----__ _ ,4 A2 ON FIRST FLOOR :: (E) 14' -0" HIGH (N) (3) 4'-4" LONG PANEL~-+--+-ROOM ON FIRST 1\ • (E) SWITCH ~ :: •n7• • • ELECTRICAL STRUCTUR FLOOR \1 . • • (E) BOLLARD ANTENNAS SURFACE MOUNTED SECTOR "C" 0 260" (PCSS 065-13-2) PAINTED TO MATCH EXISTING BUILDING ~ {E) WALL MOUNTED ::r::N .J i- LIGHT (TYP.) r ~ ~ c::: a (E) ROOF ACCESS HATCH ,: • (TYP.) I • ,, ,, .1, ,, ,, ,, I, (E) WROUGHT -,-IRON. ROLLING GATE r-10 ~ ~ > ii:: a . j ) l /j '"'\ ~~~ ~.) , , ~0~ l g l . L___ I \ 7~ 7 ---4,. ) ' S 89"27' 12" E (N) (3) 4' -4" LONG PANEL ANTENNAS '---(E) SDG&E ~ ~ __; w~~ S,_URFACE;_ MOUNT_f:D SECIOR "B"_@ 160_: \ (.'_ TRANSFORMER (PCSS 065-13-2) PAINTED TO MATCH ------\----------4=--------------------------------- EXISTING BUILDING L A S P A L. M A S (E) ±30'-0" HIGH MAPLE TREE (TYP.) D R I V E 4 SHEET lS NOTTO SCALE UNLESS Pl01TED ON 24X38 l!5 Q__ ~ NOR11-{ 1(f20'~1 Sprint~ Sprint PCS "' 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY r•rna;~ ;~; I 02 I I ~SSUED FOR, L='°===~:~::,.=J 01/11/02 I ADDENDUM TO BID ISZ 09/17/01 I P.C. SUBMITTAL IDB 09/14/01 I FINAL C. D. IDB 08/22/01 I 90:'. C.D. IDB PLANS PREPARED BY: Ve/dciTeF ARCHllECTIJRE AND elGINEERING DIVISION -1909 MUltPHY CANYON ROAD.SUITE #320 SAN OIEGO,CAUFORNIA. 92123 (8581244-102& {B58)2~1032FAX www.vek:dtetnet CONSULTANT: A1 I (N) (3) 4' -4" LONG L£'i PANEL ANTENNAS ~ SURFACE MOUNTED SECTOR "C" @ 260" (PCSS 065-13-2) PAINTED TO MATCH EXISTING BUILDING. ~ (M) ""°" ,og:"f'u,cerns CABLE TRAY W ~ ~ NORTH- ANTENNA LAYOUT SECTOR "C" !!!Ii _Q __ 1' ~4' :g_~ ] 6Q'\ r;:g; (N} (3) 4'-4" LONG@ PANEL ANTENNAS, SURFACE MOUNTED A5 SECTOR "A" 0 10" (PCSS 065-13-2} PAINTED TO MATCH EXISTING BUILDING GOOSENECK \__(N} ROOF MOUNTED CABLE TRAY ON SLEEPERS W ~ ANTENNA LAYOUT SECTOR "A" ~ ~ NORTH ,, .~;:,~. I s COMPOUND ±267' SQ. FT. (N) RETRACTABLE (E) CONC, DRAINAGE ------ DITCH (N) TEST EQUIPMENT~ AWNING TO MATCH~ W (N) CHAIN LINK LID ON EXISTING COLOR ~ SPRINT COMPOUND --.BX..O:WI;;.~ -----,--------------- @ (N) 4'-o• WIDE · .... . __ ,. CORRUGATED METAL ACCESS DOOR TO TEST COMPOUND (N) 4'-0" WIDE CONC. PATH (E) 6" HIGH PARAPET (N) VERTICAL CABLE TRAY PAINTED TO MATCH COLOR OF (E) BUILDING ROOF MOUNTED (N} CABLE TRAY ON SLEEPERS @ EQUIPMENT AREA PLAN (N} (3) 4'-4" LONG PANEL ANTENNAS SURFACE MOUNTED SECTOR "B" 0 160" (PCSS 065-13-2) PAINTED TO MATCH EXISTING BUILDING. ffi· ~ ANTENNA LAYOUT§l::CTOR "B" @ (N) 4' -0" WIDE CHAIN, LINK ACCESS GATE TO SPRINT COMPOUND (N) (3) 4' -4" LONG PANEL ANTENNAS SURFACE MOUNTED SECTOR "A" @ 10' (PCSS 065-13-2) PAINTED TO MATCH COLOR OF EXISTING BUILDING. @ GOOSENECK \gJ (N} ROOF MOUNTED CABLE TRAY ON SLEEPERS W ~ 5'-3" TYP. (N) GPS ANTENNA I I ~ ~ NORTH !!!Ii o_ 1' r= 13 ? __ :,, I ;,, "' I ;,, .-----(N) SPRINT MODCELL EQUIPMENT CABINETS G= (N) 8" THICK CONC P PROVIDE TWO 2" · AD & ONE 4 • CO CONDUIT [ 1:2.:'t\,;,,""'""'" t,\ ;g-g,:,ri'~',t:."" _ HALOGEN Fl W/ 300W ~ · AREA. -_ XTURE (TYP ---• OF 3) (N) -----p LANDSCAPING ----T~LMS & TREES -----MATCH EXSITING -----· (E) AC UNIT TD BE REMOVED ffi (N) CABLE ~ BRIDGE u"',. (N) VERTICAL & ~ HORIZONTAL CABLE TRAY PAINTED TO MATCH COLOR OF EXISTING BUILDING !WE; FOR EQUIPMENT TD FOUNDATION CONNECTION SEE LU ~ B/U 2827 lbs. VERTICAL & HORIZONTAL 3 (N} WALL-MOUNTED __, @ CABLE TRAY PAINTED A6 TO MATCH EXISTING COLOR LD (N} APPLETON \gJ RECEPTACLE (N) SERVICE ACCESS AREA (N) STEPDDWN TRANSFORMER ~ PWR 1747 lbs. (E) 6" HIGH PARAPET FLEX 11.87 16s. (N) 8" THICK CONC. SLAB NORTH : FUTURE :: FUTURE I FLEX II FLEX I : 1187 lbs. :: ,1187 lbs. : .=;::==:;:r'L ________ JL ________ J (E) ELECTRICAL BOX ENLARGED EQUIPMENT AREA PLAN SHEET IS NOTTO SCALE UNLESS PLOTTED ON 24X36 Sprint® Sprint PCS '" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY W""" '~"~ ;~; I 02 I I ~SSOEO so,, L,ao,m==:~~:OM,=,~ 01/11/02 I ADDENDUM TO BID ISZ 09/17/01 I P.C. SUBMITTAL IDB 09/14/01 I FINAL C. o. IDB 08/22/01 I 90% c.o. IDB PLANS PREPARED BY: VelociTef ARCHITECIURE AND 13-lGINEERING DMSION 4909 MURPHY CANYON ROAD,SUIIE 1320 SAN DIEGO, CAUFORWI. 92123 CONSULTANT: {858) 2"4-1026 (858J2-44-1032FAX www.velocltel.net ·A2 l It {N) (3) 4' -4" LONG PANEL ANTENNAS SURFACE MOUNTED {PCSS 065-13-2) SECTOR "C" @ 260" PAINTED TO MATCH EXISTING BUILDING @ TOP OF ANTENNAS "' TOP OF PARAPET ' ELEV. 24' -4" A.F.G. \_ (N) (3) 4'-4" LONG PANEL @ ANTENNAS SURFACE MOUNTED A6 {PCSS 065-13-2) SECTOR "B" @ 160" PAINTED TO MATCH EXISTING BUILDING ~ER OF ANTENNAS YEi:Ev.22'-2"-A,F.G. --~ CJ LI LI LI c:, ~ . S{;;#_~ ·~~ .~J.1, ' ~ FINISH GRADE -• ELEV. o·-o· Ref. 'I,, Ill; (E) ± 15' -0" HIGH PINE TREE {lYP.) SOUTH ELEVATION TOP OF SCREEN WALL ELEV. 28'-4" A.F.G. {E) 5'-0" HIGH SCREEN WALL EQUIPMENT ENCLOSURE GOOSENECK 00 ~ (N) {3) 4'-4" LONG PANEL W ANTENNAS SURFACE MOUNTED \.f§J {PCSS 65-13-2) SECTOR "A" 0 1 O" PAINTED TO MATCH EXISTING BUILDING TOP OF ANTENNAS "' TOP OF PARAPET \__ I \ (E) WALL ..A,.__j;_E1'flEB OF A~TENNAS I ~ Mo "'""'° YEi:Ev. 22·-2· A.F.G. -----. \ ID ~1-~m m .. ----------L-IG_H_r _{lYP_.):___~11. ' ELEV. 24' ,.:4• A:F.G. TOP OF SPRINT C.M.U. W, ELEV. 9' -0" A.F.G. ~ FINISH GRADE ELEV. a· -0" Ref. (N) PPC CABINETS (E) ±9'-o" HIGH---~ BUSH (lYP.) NORTH ELEVATION 21'-o" 25'-o" (N) s·PRINT COMPOUND (N) TEST COMPOUND CJ -(N) VERTICAL & HORIZONTAL CABLE @ TRAY PAINTED TO A6 MATCH COLOR OF EXISTING BUILDING 'I;!--{N) LANDSCAPING TO MATCH EXISTING '-----(N) .GROUND WIRE TO GROUND BAR ~{N) 8'-8" HIGH SPLIT-FACE Ci"-,. CMU BLOCK WALL PAINTED ~ TO MATCH EXISTING COLOR (E) ±50; -0" HIGH PINE TREE {lYP .) -~ (E) SPLIT-FACE BLOCK SURFACE W/ TEAL BLUE COLOR (E) SPLIT-FACE BLOCK SURFACE W/ WHITE COLOR (E) WROUGHT -IRON ROLL GATE (E) SPLIT-FACE BLOCK SURFACE W/ TEAL BLUE COLOR fl I fl If If/ f/ I fl flu If II I II II I II If I f/ (E) SPl.:IT -FACE BLOCK SURFACE W/ WHITE COLOR {E) CMU WALL {lYP.) (E) WROUGHT -IRON ROLL GATE (E) :!:40'-0" HIGH PINE TREE (E) ±12'-0" HIGH MAPLE TREE SHEET IS NOTTO SCALE UNLESS PLOTTED ON 24X36 2 Sprint® SprintPCS "' 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNlY rRE,Y ~"~;;; /02 i1 ISSUED FOR: t,,,.,.,,::~::oo,=a,,~ 01/11/02 I ADDENDUM TO BID I SZ 09/17/01 I P.C. SUBMITTAL IDB 09/14/01 I FINAL C. D. IDB I I 08/22/01 I 90% C.D. IDB :PLANS PREPARED BY: Ve/dciTel· ARCHITfCT\JRE AND ENGINEERING D!VlSION "'°' MUIPHY CANYON ROAD,SUffl: 1320 SAN DEGO, CAUFORNL\ 92123 (8"')244-1026 (858)244-l032FAX www.velodtet.net ONSULTANT: A3 I TOP OF SCREEN WALL ELEV. 28' -4" A.F.G. TOP OF ANTENNAS TOP OF PARAPET ELEV. 24' -4" A.F.G. ~E8 ?F ~tiTENNAS_ \_ ELEV. 22 -2 A.F.G. ~ (N) VERTICAL CABLE ----- TRAY PAINTED TO MATCH EXISTING BUILDING WEST ELEVATION (N) WORK LIGHT ---~ W/ 300W HALOGEN FIXTURE (TYP. OF 3) TOP OF C.M.U. WALL ELEV. 9'-0" A.F.G. QI! FINISH GRADE ELEV. o'-0" Ref. (N) 4' -0" WIDE --~ METAL CORRUGATED GATEW '\F!) (E) ±50'-0" HIGH PINE TREE (TYP.) (N) (3) 4'-4" LONG PANEL W ANTENNAS SURFACE MOUNTED~ (PCSS 065-13-2) SECTOR "A" @ 10' PAINTED TO MATCH EXISTING BUI\J()ING (E) ±50'-0" HIGH PINE TREE (E) 5'-0" HIGH SCREEN WALL EQUIPMENT (E) EXTERIOR SPLIT-FACE BLOCK SURFACE W/ TEAL BLUE COLOR ~1 , ENCLOSURE (E) EXTERIOR SPLIT-FACE BLOCK SURFACE W/ GRAY BLUE COLOR ® (N) SPRINT MODGELL EQUIPMENT ON 8" THICK CONC. SLAB (N) GPS ANTENNA ® (E) EXTERIOR SPLIT-FACE BLOCK SURFACE W/ TEAL BLUE COLOR· (N) (3) 4' -4" LONG@ PANEL ANTENNAS SURFACE MOUNTED A5 (PCSS 065-13-2) SECTOR "B" @ 160' '1,,I '\< 'I,, 'I,, 'I,, 'I,, 'I,, 'I,, 'I,, 'I,, 'I,, 'I,, 'I,, 'I,, .,. 'I,, 'I,, ~ ~ ~ 'I,, 'I,, 'I,, ~ ~ (E) EXTERIOR SPLIT-FACE BLOCK SURFACE W/ WHITE COLOR (E) 5'-0". H,IGH SCREEN WALL ,EQUIPMENT ENCLOSURE QI! TOP OF ~C~~EN WALL ELEV. 28 -4 A.F.G. QI! FINISH GRADE ELEV. o·-o· Ref. ,----~Wo~~~-------------------. --------7: ___ ,7:_ n ________ T: :: / ll :: II , ll II II \. 11 II II \ II EAST ELEVATION (E) EXTERIOR SPLIT-FACE ElLOCK SURFACE W/ WHITE COLOR (E) TELCO ROOM & SWITCH ROOM (BEHIND) INSIDE BUILDING (E) POWER ROOM ON FIRST FLOOR (N) (3) 4' -4" LONG PANEL ANTENNAS SURFACE MOUNTED (PCSS 065-13-2) SECTOR "C" @ 260' PAINTED TO MATCH EXISTING BUILDING '@(N) WORK LIGHT A6 W/ 300W H.ALOGEN FIXTURE (TYP. OF 3) (E) ROLL-UP DOOR W (N) APPLETON _/ '(F!} RECEPTACLE (N) SPRINT MODCELl: EQUIPMENT CABINETS ON 8" THICK CONC. SLAB .... ~ (N) (3) 4'-4" LONG @ PANEL ANTENNAS SURFACE MOUNTED A6 (PCSS 065-13-2) SECTOR "B" @ 16D" PAINTED TO MATCH EXISTING BUILDING. (E) ±50'-o' HIGH PINE TREE BEYOND (N) ROOF MOUNTED U'-, CABLE TRAY '\f:§} ON SLEEPERS LJQ"i (N) GOOStJECK '(F!} (N) (3) 4' -4" LONG @ PANEL ANTENNAS 4 SURFACE MOUNTED A6 (PCSS .065-13-2) SECTOR "A" 0 1 o· PAINTED TO MATCH EXISTING BUILDING (N) VERTICAL & l;iORIZANTAL LJ"-i CABLE TRAY PAINTED TO '\f:§} MATCH EXISTING BUILDING (N) ADDITIONAL HEIGHT TO EXISTING TRASH ENCLOSURE. CMU WALL TO BE A TOTAL 9'-0" HIGH. SPLIT-FACE CMU BLOCK WALL PAINTED TO MATCH EXIST'G. BLOCK COLOR. (E) 8' -0" HIGH TRASH ENCLOSURE SHEET IS NOTTO SCA.LE UNLESS PLOTTED ON 24X38 2 Sprint® SprintPCS "' 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY [URSEm '~"~;~1 /02 II ISSUED FOR: Q~,cMm~::::,=8"~ 01/11/02 ( ADDENDUM TO BID (SZ 09/17/01 I P.C. SUBMITTAL (DB ·09/14/01 ( FINAL C. D. IDB j 08/22/01 j 907. c.D. j DBI, PLANS PREPARED BY: VeldiiiTel· ARCHITECTURE AND ENGINEERING DIVISION "490P MURPHY CANYON ROAD,Stlllc 1320 SAH DIEGO, CMIFORN&A 92123 (858)2#-1026 (858J244-1032FAX www.velodtel.net CONSULTANT: A4. I (E) SPRINT BUILDING ---~ @(N) VERTICAL & HORIZONTAL CABLE TRAY PAINTED TO MATCH EXISTING BUILDING W (N) 4' -0" WIDE '\!:!) CHAIN LINK GATE W,_ (N) 8'-8" HIGH ~ CMU WALL A TOP OF, c.~.u. WALL V ELEV. 9 -0 A.F.G. W (N) WORK LIGHT~ ~ W/ .300W HALOGEN FIXTURE (TYP. OF .3) (N) FLEXENT ~ illk'Y'SJ CABINET V~ (N) POWER CABINET~ (N) ,.\,. FINISH GRADE V ELEV. o'-0" Ref. @ (N) 8'-8" HIGH '\!:!) CHAIN LINK FENCE (N) 8" THICK CONC. SLAB. (N) 6" THICK CONC. SLAB 4" ABOVE FINISH GRADE 1 o· -8" LEASE AREA EQUIPMENT COMPOUND EAST SECTION / ELEVATION 1" GAP (E) SPRINT BULIDING (N) VERTICAL & HORIZONTAL @ CABLE TRAY PAINTED TO A6 MATCH EXISTING BUILDING (N) CABLE BRIDGE ® (N) PPC FRAME ® (N) WALL: PENETRATION FOR POWER & TELCO @ (N) ELECTRICAL: CABINET (N) 4'-0" WIDE W CORRUGATED '\!:!) METAL DOOR (BEYOND) (N) 4'-0" WIDE W CHAIN LINK GATE '\!:!) (N) 8" THICK CONC. CURB (N) 6" THICK CONC. SLAB 4" ABOVE FINISH GRADE 1 O' -8" LEASE AREA EQUIPMENT COMPOUND WEST SECTION/ ELEVATION (N) 8'-8" @1 HIGH CHAIN A? LINK FENCE TOP OF SPRINT "' C.M.U. WALL ELEV. 9' -0" A.F.G. (N) WORK LIGHT W / .300W HALOGEN@ FIXTURE 9 (TYP. OF .3) A6 (N) FLEXENT CABINET (N) 8' -8" HIGH W CMU WALL ~ (N) SPLIT-FACE CMU BLOCK WALL PAINTED TO MATCH EXISTING COLOR FINISH GRADE QI ELEV. o· -o· Ref. (N) 8'-8" HIGH @ CHAIN LINK FENCE A7 (N) SPLIT-FACE @(N) WALL MOUNTED CM U BLOCK WALL CABLE PAINTED TO MATCH BRIDGE EXISTING BUILDING (N) BATTERY CABINET \ (N) POWER «> CABINET I FUTURE BACK-UP "' BATTERY CABINET I rlu I io I C0' : fl 0 • I in • in (N) B" THICK CONC. SLAB 27'-0" (N) SPRINT LEASE AREA 31 EQUIPMENT COMPOUND NORTH SECTION/ ELEVATION (N) ADDITIONAL HEIGHT OF 1 '-0" TO EXISTING TRASH ENCLOSURE. SPLIT-FACE CMU BLOCK WALL TO BE A TOTAL 9' -0" HIGH. PAINTED TO MATCH EXISTING COLOR "' TOP OF SPRINT C.M.U. WALL ELEV. 9' -0" A.F.G. (N) WORK LIGHT I ?'.i'!J W/ .300W HALOGEN FIXTURE (TYP. OF .3) @ (E) 8' -0" HIGH CMU WALL OF TRASH ENCLOSURE (N) TELCO CABINET (N) ELECTRICAL CABINET W (N) WALL-MOUNTED ~ CABLE BRIDGE FUTURE FLEXENT CABINET "' FINISH GRADE j(-f/.J K,: · p·" < ELEV. o· -0" Ref. · ··. ·I 41 EQUIPMENT COMPOUND SOUTH SECTION/ ELEVATION (N) FLEXENT CABINET h!JlLLJI~ (N) 6" THICK CONC. SLAB 4" ABOVE FINISH GRADE @ (N) VERTICAL & HORIZONTAL CABLE TRAY PAINTED TO MATCH EXISTING BUILDING ··.~::. ·._ 0;,.·. (N) POWER CABINET 21'-o" SPRINT COMPOUND I -:.,. FUTURE BATTERY CABINET (N) ADDITIONAL HEIGHT TO EXISTING TRASH ENCLOSURE. CMU WALL TO BE A TOTAL 9'-0" HIGH. SPLIT-FACE CMU BLOCK WALL PAINTED TO MATCH EXISTING COLOR TOP OF SPRINT C.M.U. WALL QI ELEV. 9' -0" A.F.G. (N) WORK LIGHT @ W / .300W HALOGEN A6 FIXTURE (TYP. OF 3) (E) B' -0" HIGH CMU WALL OF TRASH ENCLOSURE (N) TELCO CABINET FINISH GRADE QI ELEV. o· -0" Ref. ' I \a o I I • • in "' :,:: !2 :,:: 'b I ._ . ·.' \ '; ~ (N) 6" THICK CONC. SLAB 4" ABOVE FINISH GRADE u:~rs ~~1° Jae:;~ I f ;.12.LJ2 ~ • • Sprint~ Sprint PCS ~ 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY ~'""""~"~ ;~1 /02 I I nSSUED FOR: teo.m~:~::,,=J 01/11/02 I ADDENDUM TO BID ISZ 09/17/01 I P.C. SUBMITTAL IDB 09/14/01 I FINAL C. D. IDB 08/22/01 90% C.D. DB PLANS PREPARED BY: VeldciTel· ARCHITECTURE ANO ENGINEERING DIVISION 4909 MU~PHY CANYON ROAD, sum: t320 SAN DIEGO, CAUFORNIA. 92123 (&58)2,44.1026 (8581244-1032FAX www.velocitel.net CONSULTANT: AS I SEE I ~ l I ; (1) #5 CONT. AS SHOWN FINISH GRADE:_ #3 STIRRUPSlJ i@ 18" o.c. 135' BENDS @ EA. END 2-#5 @ T & B a:, I ex, L4 x 4 X 1 /2 X 6 5/8" LONG @ J'-0" O.C. LEVELING NONSHRINKAGE GROUT (2) #5 @ TOP 5/8"0 ANCHOR BOLT @ 3' -0" O.C. #5 HORIZ. @ 24" O.C. 8" CMU WALL FULLY GROUTED f'm = 1,500 PSI w/ SPECIAL INSPECTION #5 AT 12" O.C. ON EA. WAY @ MID-SECTION OF SLAB GRADE, (E) CONCRETE WALL HILTI HY 150 3/8" 0 EXP. BOLTS PER ICBO ER-5193 WITH MIN 3" EMBEDMENT BOLT PER MFR. (TYP.) PROPOSED 4' -4" ANTENNA PAINTED TO MATCH COLOR OF (E) BUILDING 2 3/8" OD MTS ANTENNA PIPE MOUNT MODEL # MT401 L 3X.3X1/4 (TYP.) (E) CONCRETE TILT -UP WALL HILTI HY 150 .3/8" 0 EXP. BOLTS PER ICBO ER-5193 WITH MIN .3" EMBEDMENT i>?N//1/Yff;v-BOLT PER MFR. (TYP.) 2 .3/8" OD MTS ANTENNA ~ PIPE MOUNT MODEL # MT401 EB PLAN L 3X.3X1/4 WALL FOOTING SCALE: ~ 71 ANTENNA MOUNTING .3 7/8" ~TYP L4X4X1/2X6 5/8" @ .32" o.c. LEVELING NON- SHRINKAGE GROUT 5/8"0 ANCHOR BOLT @ .32" O.C. 8" CMU WALL 3/<"• HOLE FOR SIDE WALL DETAIL ~/8" • ANCHOR BOLT 6 5/8" SECTION A CHAIN LINK LID SCALE: ~ 8 ~ a. Ll .. • Ll SERVICE WORK LIGHT NEW .300W HUBBEL HALOGEN LIGHT MODEL QL505 (TYPICAL OF 4) 3 HOLE OUTLET BOX BY RED DOT #R1H.31LM W/ BLANK COVER EXPANSION BOLT (TYPICAL) CONDUIT STRAP 1/2"0 EMT CONCRETE WALL 9 VERTICAL CABLE TRAY EB io I ;... -ti CABLE BRIDGE CABLE TRA' (E) ~-·-·--I WAL I \ \ I SEE PLAN 2" SQ. GALV. SCHED 40 BRACE; ( 1) EACH SIDE OF GRIPSTRUT ~ PROP. BRACING .3/8"11l HILT! KB-II BOLT. (TYP. OF 8) INSTALL PER ICBO #ER-4627 SIDE ELEVATION ~:.-~~15 t' _,. .. __ ,._, -. ···- 2" PLANK 14 GA. \ -1/2" x 4" U-BOLT ffl~" --;ri irHREAD V COAX SUPPORT; 20" ..,..7 UNISTRUT W/NUT AND "' <:'. WASHER EACH SIDE/ EACH LEVEL USE ANDREW COAX HANGERS, TYPICAL . . .. .. .. • 4. ~·-, FRONT ELEVATION CABLE BRIDGE ~~~~16 29'-4i" NOTE: CONTRACTOR TO VERIFY MANUFACTURER'S SPECS FOR BOLT HOLE LOCATION FOUNDATION/ANCHOR BOLT PLAN 6" WIDE X .3/8" ---._,___ _ THK.TRAF-WALK PAD --., ~7 52' -0" CONC. SLAB 22'-7¾" 18'-5f' 4'-2" 1/2"0 X 3 1/2" MIN. EMBED ED STAINLESS STEEL HILTI KWIK BOLT II ICBO #4627 I~ 1/4"•1'-0" UNDER SLEEPER. CLEAR ROOF OF LOOSE ROCK ~~~~dc:i L~_J _. _J~ SPLICE PLATE (TYP.) lOOF LEVEL ELEVATION PLAN 6" WIDE X .3/8" THK. TRAF-WALK PAD UNDER SLEEPER. CLEAR ROOF EB EB 4" x 12" x REQUIRE LENGTH PVC SLEEPER @ 4' -0" O.C. MAXIMUM 6" WIDE X .3/8" THK. TRAF-WALK PAD UNDER SLEEPER. CLEAR ROOF OF LOOSE ROCK ROOF LEVEL SECTION (2) 5/16"0 HOLES 5/8" C. TO C. FOR GROUNDING LUG VERIFY LOCATION ----COAXIAL CABLE (AS REQUIRED) 24" WIDE MAX. x 4" HIGH CABLE TRAY W/ COVER SECURE TO SLEEPER PER MFGR'S APPROVED ',, ,.tc<XXXL,-11 HARDWARE L L VAS REQUIRECf EB ROOF MOUNTED CABLE TRAY ~~~12 ~ 1. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS ANO BURRS WHICH COULD INJURE CABLES. COVERS SHALL BE FASTENED USING HOLD DOWN CLIPS. SHEET METAL SCREWS ARE NOT ACCEPTABLE. 2. VERTICAL TRAY AND COVER SHALL BE PAINTED TO MATCH EXISTING BUILDING. VERTICAL CABLE TRAY GALVANIZED STEEL CABLE TRAY 9" RUNGS, 4" LOADING DEPTH. SUPPORT CABLES WITH TIE-WRAPS EVERY 4'-0" UNISTRUT P1000 @ 4'-0" O.C. SECURED TO WALL USING 1/4"0 X 3 1/2" EXPANSION BOLT @ WALL OR 1/4"11l THREADED ROD W/ HILTI HY150 EPOXY @ MIN. 3 .3/4" EMB . (ICB0#5193) SOLID GROUT OR HILTI C-20 EPOXY @ MIN. 6" EMB. (ICBU4016) HOLLOW CMU HOLD DOWN CLAMP FLANGED CABLE TRAY WITH COVER HEAVY DUTY COVER CLAMPS MOUNT TRAY TO UNISTRUT WITH 1/2"-13x1 1/2" LONG GALVANIZED BOLTS, SPRING NUTS P1010 & WASHERS SHEET lS NOT TO SCALE UNLESS PLOTTED ON 24X36 3 • • Sprint~ Sprint PCS " 468.3 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY r,, .. "~"1' ;;~ IO 2 1 1 f '"'° co,, L.'"'"~~::o,.=,,.~ 01/11/02 I ADDENDUM TO BID I SZ 09/17 /01 I P.C. SUBMITTAL I OB 09/14/01 I FINAL C. D. IDB 08/22/01 I 90" C.D. I DB PLANS PREPARED BY: VeldciTef ARCHITECTURE AND ENGINEERING DMSION -4909 MURPHY CANYON ROAD, SUITT: #320 SAN DIEGO. CAUFOllNIA 92123 CONSULTANT: (858) 2~1026 (858) 244-1032 FAX www.velocitel.net NUMBER: A6 I 45• OUTSIDE------~ VERTICAL 12" GALVANIZED LADDER lYPEl TRAY WITH COVER UNISTRUT U FITTING ~ /IA2472-L • P1000 UNISTRUT ,.,.-~ NOTE: CABLES SHOULD BE TIE-WRAPPED EVERY 6' -0" HORIZONTALLY, AND EVERY 3' -0" ON RISERS. VERTICAL 90" OUTSIDE VERTICAL Pl 000 UNISTRUT @ 4'-o" o.c. SECURE TO WALL USING : 3/8¢ THREADED ROD W/ HILTI HY 150 EPOXY W/ 3 1/2" EMB.(ICB0#5193). EXISTING PARAPET TRAY HOLDOOWN CLAMP ( lYP. ) DOWN TO GRADE LEVEL ~ 3 1/4" MIN. CONC. WALL OR CMU. OPENING TO PROVIDE 3/4" MAX. ANNULAR SPACE AROUND PIPE 4" MAX. DIAM. METAL PIPE --..___ FLAMESAFE IPC FSP1000 NOTE: PUTTY APPLIED INTO THE OPENING -1/2" THICKNESS AT EA. WALL SURFACE MINERAL WOOL ( 4 PCF) PACKED INTO ANNULAR SPACE AND RECESSED 1/2" FROM WALL SURFACES 1. CONTRACTOR TO X-RAY PRIOR 3. PENETRATIONS THRU FLOORS/ TO DRILLING OR CORING TO LOCATE CEILINGS SHALL COMPLY WITH (E) RE-BAR. DO NOT CUT RE-BAR. T24, CBC SECTION 710.3. 2. PENETRATIONS THRU WALLS SHALL COMPLY WITH T24, CBC SECTION 709.6. 4. ALL PENETRATIONS SHALL CONFORM TO TITLE 24, CALIF. BLDG. CODE, SECTION 714. EMERGENCY GENERATOR RECEPTACLE @ 36" (MIN.) ABOVE FINISHED GRADE APPLETON AR20033 STYLE 1 W/AJA ADAPTER 200 AMP 3W/3P NEMA 3R (GROUNDING 4th WIRE TO RECEPTACLE HOUSING GROUNDING CONNECTOR EXTERIOR AT CONC. USE 3/8"¢ ANCHOR BOLTS MIN. 3" EMBED. AT WD. STUDS USE 3/B"X3" LAG. BOLTS AND AT STEEL STUDS USE # 12X3" SHT. MET. SCREWS UNISTRUT "P1000" x 1'-4" W/ (2) 3/8"%% THREADE ROD W/HILTI HY-150 @ MIN. 1-3/4" EMBED. ICBC 5193 EMT CONDUIT EXISTING WALL 6" THICK CONC. SLAB. ~-----SPRINT EQUIPMENT CABINET 24.6" 8" THICK CONCRETE SLAB 1/2" ¢ HILT! KWIK BOLT II EXPANSION ANCHORS @ 24" O.C. EA. SIDE ( 4" MIN EMBEDMENT) 8" THICK CONC. CURB #5 @ 12" EA. WAY 3" CLEAN SAND GOOSENECK SCALE: mmr 101 PENETRATION FIRESTOPPING ~~17 GENERATOR RECEPTACLE ~-~ 14 EQUIPMENT CONNECTION ~~11 CORNER, GATE, END OR PULL POST TOP BRACE RAIL 11-------STRETCHER BAR DIAGONAL ROD W / STEEL TURNBUCKLE BOTTOM TENSION WIRE CONCRETE SLAB "CUROCO" STL DECK PAT. H 13 22 GA. GALV. & PAINTED. TO MATCH EXISTING BUILDING "fS" 2 X 2 X .120 STEEL TUBE BUMPER. 2" x 2" x 3/16" FRAME 8' -8" HIGH SPLIT-FACED CMU BLOCK WALL (COLOR AND TEXTURE TO MATCH EXISTING BULDING) 'io I co b I "' FINISH GRADE_ NOTE : GATE IS ALL WELDED CONSTRUCTION -GRIND ALL BURRS SMOOTH PRIOR TO PRIME AND PAINT #2 AWG BTCW ---.. (TYP. 3 PLACES) z ~ GPS 1-1/4"¢ PIPE \.n:_CABLE TO PIPE CONNECTOR BURNDY TYPE GAR 11.,--1-CONTINUOUS BEAD OF 't0~ SILICONE SEALANT C TOP OF UNISTRUT (TYP.) 1 /2"¢ X 3" LONG STAINLESS STEEL MACHINE BOLTS STEALTH SCREEN WALL CONDUIT CLAMP NEOPRENE WASHER 0 THREADED ROD (TYP.) 12" MIN. LENGTH UNISTRUT P1000 (TYP.) (JS AWG GROUNDING KIT CABLE 1 /2"¢ COAXIAL CABLE It! COPPER ISOLATED GROUND BUS CHAIN LINK FENCE ~1~..,111 I METAL GATE DETAIL 8 I GPS ANTENNA EXISTING WALL OR CEILING ----, NEW UNISTRUT' P1000 -LENGTH AS REQ'O (36" MAX.) NEW GROUNDING CONDUIT PER PLAN NEW APPLETON----- GENERATOR RECEPTACLE CONDUIT PER PLAN NEW UNISTRUT ------ CONDUIT CLAMP (TYP.) NEW TELCO CONDUIT PER PLAN NEW POWER CONDUIT PER PLAN ANCHORAGE: AT CONCRETE USE 3/8" THREADED ROD W/HILTI HY-150 C MIN. 1-3/4" EMBED. (ICBO 5193): AT WOOD USE 3/8'X3" LAG BOLTS; AT METAL STUDS USE #12X3" SHEET METAL SCREWS (2 TOTAL PER UNISTRUT) UNISTRUT 12 L 2"x2"x3/16" WELD TO STEEL TUBE - CAP BOTH ENDS "TS" 2 X 2 X .120 - VERTICALLY APPLIED STEEL DECKING "CUROCO" PATTERN H13 IN 2"x2"x3/16" ANGLE FRAME -CAP ALL ENDS METAL GATE JAMB CONCRETE SLAB 2"x2"x3/16" FRAME ~~ 19 CHAIN LINK GATE r 3'-4" i ..,._ _ _,_ __ ,.---.,o-----,o...--"'o-----0...---,1-1---~ L P-1 000 UNISTRUT. BOLT j..., I ,.., TO WALL ENCLOSURE. P-1000 UNISTRUT. BOLT TO WALL ENCLOSURE L 'I HILTI HY 150 1/2" II EXPANSlON BOLT 1.C.B.O #ER-5193 2·-0· l (E) CMU WALL ~ u: ~ t ii': ~ 5 I PPG FRAMING lmJ 2 ~- 3/4"¢ HOLES FOR 5/8"1 HILTI KWIK BOLT II W/4" ~J ~TYP EMBD. PER !CBO .>l.------=~--. 3/16 ER-4627 •• r n _ I 6 1/2"X6 1/2"X 1/2" BASE PLATE <]' " _-4 " ... 4 "II SCH. 80 PIPE GATE/FENCE COLUMN 3/8" STIFFNER PL 4"¢ SCH. 80 GATE/FENCE PIPE COLUMN NONSHRINKAGE GROUT • <1 3 CD . " . 61 FENCE POST CONNECTION SHEET IS NOT TO SCALE UNLESS PLOTIEO ON 24X36 3 • • Sprint@ Sprint PCS "' 4683 CHABOT DRIVE, SUITE 1 00 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNlY ~'""'·"~~ ;;; /02 II ISSUED FOR: ~,EV,COA,S,~:~~:o,=BY,~ 01/11/02 I ADDENDUM TO BID I SZ 09/17/01 I P.C. SUBMITTAL IDB 09/14/01 \ FINAL C. D. \DB 08/22/01 PLANS PREPARED BY: 90~ C.D. DB Ve/dciTel* ARCHITECTURE AND e.lGINfERING DIV~ION ,4909 MURPHY CANYON ROAD,surre 1320 SAN DIEGO, CAUFOttNIA 92123 'CONSULTANT: (859] 2"4-102& {!58}2.U.1032FAX www.velociteLnet A7. I UTILITY GENERAL NOTES: 1. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. 3. UTILITY CONTACTS FOR THIS PROJECT SHALL BE AS FOLLOWS: POWER: N/A N/A N/A N/A TELEPHONE: N/A N/A N/A N/A , ,. LONG PANEL : (N) (3~A~ s0RFACE MOUNTED j ANTEN "c" @ 250· : (E) CONC. DRAINAGE DITCH (N) 1-25 KVA STEPDOWN TRANSFORMER W/OISCONNECT SWITCH . = ANTENNAS, SURFACE SECTOR "A" @ 1 D" (PCSS 065-13-2) PAINTED TO MATCH EXISTING BUILDING --~~!42:~4· -~---E~.!L __ lv1 ~ iv! NEW 1 DOA MET~ASE JW fL'---.. J DISCONNECT SWIJ-9il NEW SPRINT MEl'fRi~2ffeo :!i;it ~----(N) TEST EQUIPMENT COMPOUND ±267 SQ. FT. (N) SPRINT MODCELL EQUIPMENT COMPOUND ±288 SQ. FT. LAS PALMAS 1OOA W/DIS 11 Ii (N) ROOF~ -=""-71 ;~-~i ', 11 tf ... i1 I MOUNTED :: "-.... CABLE 11 TRAY ON :: SLEEPERS :: Ii Ii It _}111 • (N) 1-4" TELCO (AP RGS C FOR I j . MOUNTED fROX. ±170') it ·1 0 CEILING 1: • :1 I 11 -\\ l, . .... • . (E) BOLLARD~.~ 'v' , (TYP.) ~v SECTOR 3-2) I (PCSS o55-~ATCH : PAINTENDG T~UILDING I 11 11 ti 11 (E) WROUGHT-IRON ROtLING GATE \ii'.? IB, '" ,0 ~rECi;IC~~ ";.H;,.;l£,.,.H.,11-· 1-11-tstlc'i:' rnsn [ "ill\' l [So 0 i A ~ _j(E)~UGHT ) : '1W ~ :ROi>uTE I § <El " ~k ''°'"" : mco __ I g i ) r ~ s: '!;' ii:: 0 g ' ' L ___ _ s 89'27'12" E (E) VALVE PIPE (N) (3) 4' -4" LONG PANEL ANTENNAS ____/ '\..._ (E) SDG&E SURfACE MQUNTED SB;TOR "8" @_ 160" _ __ _ __ · (.' TRANSFORMER -(PCSS 065-13-2) PAINTED TO MATCH --------------'f:---------------------------------- EXISTING BUILDING LAS PALMAS DRIVE ~ NORTH ELECTRICAL SITE PLAN SHEET IS NOTTO SCALE UNLESS PlarrED ON 24X36 Sprint® Sprint PCS "' 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY [""'" ~";;~2/ 0 2 11 ~ssurn '°'' PERMIT ~ -R'f>l.:=DATE:=DESCRIPTION:=BY:- &, 02/12/02 ·P.C. CORRECTIONS C.C 09/17/01 P.C. SUBMITTAL DB 09/14/01 I FINAL C. D. • IDB 08/22/01 I 90% C.D. IDB PLANS PREPARED BY: VeldciTelM ARCHllECIURE ANO ENGINEERING DIVISION ,4909 MURPHY CANYON ROAD.SUITE #320 SAN CIEGO, CALIFORNIA 92123, {SS9)2#-10'l6 CONSULTANT: {!55) 2#-1032 FAX www.veJocltel.net ED Cf;rJ/ Job( 4 s 1 . SERVICE POWER SHALL BE 200A, 111, 3W. 2. UTIU'lY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN THE DEADFRON OF PPC. 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENTS REFER TO VENDER PRINTS BY PPC MFR. EVERGOOD. PART #EILA5APC-4W2, U.L. LISTED. 4. PROVIDE A MIN. 38" WORK CLEARANCE IN FRONT OF PANELS/SERVICE EQUIP. 5. ALL BREAKERS IN THE PANEL ARE RATED 10,000 RMS SYMMETRICAL AMPS, 240V MAX. 75• C. ELECTRICAL NOTES A AMPERE ELEC ELECTRICAL ACCA ANTENNA CABLE COVER EMT ELECTRICAL METALLIC TUSING ASSEMBLY ENCL ENCLOSURE AF AMPERE FRAME EXIST EXISllNG AIC AMPERE INTERRUPTING FAC FACTOR CAPACITY FIA FIRE ALARM APPROX APPROXIMATELY FLUOR FLUORESCENT AT AMPERE TRIP FT FOOT/FEET AWG AMERICAN WIRE GAGE FU FUSE BO BOARD G GROUND BR BRANCH GEN GENERATOR BRKR BREAKER GFCI GROUND FAULT CIRCUIT BTCW BARE TINNED COPPER WIRE INTERRUPTER BTS BASE TRANSMISSION SYSTEM GNO GROUNDING MFR MIN MTO MTG N IN\ NEMA OH p PCS PH 6. ALL WIRINGS SHALL BE RATED FOR 75' C 7. CONDUIT REQUIREMENTS ('lYP., U.N.O.): UNDERGROUND: PVC (SCHED 40 OR 80) INDOOR: EMT (RGS IN TRAFFIC AREAS) OUTDOOR (ABOVE GRADE): RGS. 8. APPLETON EMERGENCY GENERATOR RECEPTACLE TO BE LOCATED AT GROUND LEVEL. VERIFY EXACT LOCATION WITH UTIU'lY COORDINATOR AND LANDLORD. 9. PLACE TRUE "TAPE" IN THE CONDUITS FROM THE "PPC" TO THE "BTS" CAB. MANUFAC11JRER SAF SAFETY MINIMUM SEC · SECONDARY MOUNTED S.N. SOLID NEUTRAL MOUNTING SURF SURFACE NEUTRAL SW SWITCH NEW TEL TELEPHONE NATIONAL ELECTRICAL TYP TYPICAL MANUFACTURERS LI/G UNDERGROUND ASSOCIATION U.L UNDERWRITER'S OVERHEAD LABORATORY INC POLE V VOLT PERSONAL COMMUNICATION VAC VOLT ALTERNATING SYSTEM CURRENT PHASE w WATT OR WIRE ;:;:12 C CONDUIT" GPS GLOBAL POSffiONING SYSTEM PNLBD PANELBOARD W/ WITH CAB CABINET GR GROWTH PPC POWER PROTECTION CABINET W/0 WITHOUT CB CIRCUIT BREAKER HPS HIGH PRESSURE SODIUM PRC PRIMARY RADIO CABINET XFER TRANSFER CKT CIRCUIT LG LENGTH PRI PRIMARY XFMR TRANSFORMER CONT CONTINUOUS LPS LOW PRESSURE SODIUM PWR POWER XLPE CROSS-UNK POLYETHYLENE DEM DEMAND MAX MAXIMUM RCPT RECEPTACLE IE\ EXISllNG MECH MECHANICAL RGS RIGID GALVANIZED STEEL GENERAL ABBREVIATIOt-1S =13 '-0HT/0HP-OVERHEAD TELEPHONE/OVERHEAD POWER Ii[] UGHTING FIXTURE, HALOGEI!, QUARTZ, 1/300W, HUBBELL LIGHTING CATALOG fOL-505 --o--GROUNDING CONDUCTOR l-0 LIGHTING FIXTURE, 1 /175W. METAL HALIDE, HUBBELL CAT #MIC-0175H-336 ------GROUNDING CONDUCTOR ® 5/8" X, 10' -o" ,CU. GNO ROD 30" MIN. BELOW GRADE. -----CONDUIT UNDERGROUND 00 5/8" X 1 D' -o• ,CU. GND ROD IN TEST WELL 30" MIN. BELOW GRADE. --P--POWER RUN 8 CHEMICAL GROUND ROD (XIT GROUND ROD) --T--TELCO RUN • CADWELD CONNECTION . --P&T--POWER/TELCO RUN • MECHANICAL CONNECTION -=-' FUSE, SIZE AND TYPE AS INDICATED. ~ HALO GROUND CONNECTION D' SAFETY SWITCH, 2P-240V-60A W/GOA FUSES, NEMA JR ..r'I... CIRCUIT BREAKER ENCLOSURE, SQ O CATALOG NO. H222NRB Di MANUAL TRANSFER SWITCH, 2P-240V-2DOA, NO FUSE, ~ UTILITY METER BASE NEMA JR ENCLOSURE E03 LIGHTING FIXTURE, FLUORESCENT, 10.94" x 4•-0•. 2/40W, l!!!I TRANSFORMER SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG fWSW232T E:3:>--1 LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8°-0", 2/95W, Ill SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG STEPOOWN TRANSFORMER #1WSM232T l-0 ~~8~~~G Fl~:.EHa~~~iiR~~~~~~ sg,.~iL~G 1 ;~~~:.:i"i"L © RECEPTACLE, 2P-3W-125V-15A. DUPLEX. GROUND TYPE, OR 1/SOW, HUBBELL LIGHTING CATALOG fNRG-121 HUBBEL CATALOG #5362 1-3 EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE. UNIVERSAL s TOGGLE SWITCH, 1 P-125V-15A. HUBBELL CATALOG fHBL MOUNTING, W/BATTERY PACK, HUBBELL LIGHTING CATALOG #PRB 1201CN ~ COMBINATION, EXIT SIGN &: EMERGENCY LIGHTING. SWP TOGGLE SWITCH, 1P-120V-15A, "wP" HUBBELL LIGHTING CATALOG f PRC 4::::i> EMERGENCY UGHTING, 2/SOW, HUBBELL LIGHTING CATALOG ® IONIZATION SMOKE DETECTOR W/ALARM HORN &: AUXILIARY #HE6-50-2-R91 CONTACT, 120 VAC, GENTEX PART NO. 71 OOF l-0 LIGHTING FIXT\lRE, INCANDESCENT. 1/lOOW, WALL ® MOUNTING TYPE, HUBBELL LIGHTING CATALOG POLE fBRH-100-06-1 GENERAL LEGEND ~14 REMOVE (E) 2P-4BOV-50AT ------- BR CKT BRKR &: INSTALL 1 EA 2P-6D0V-70AT FOR TEST EQUIPMENT r;: I I I "P----2-f2, THW. 1" C (APPROX. 20') 1 OQ,,\ WATT-HOUR sue-METER "HP1" ,,.-------EXISTING PANEL "HP1", 277/480V 3 PH, 4 WIRES, 30,000 AIC) cp~--------------2-#1/0, THW. 2" C (APPROX. 20') 1-loc--------------100A WATT-HOUR sue-METER 1-,•--i :.J SN' S#, 2P-60fl.Ai~•. --W/70A FUS)ESN~ 1~ EN 30,000 AIC' 1-#6 "'l' I 1,T 7, SAF Sil, 2P-600Y-100A W/70A FUSES (ClASS "J", 22,000 AIC), NEMA JR ENCL, SQ "o" CAT. NO. H223NRB STEPOOWN XFMR, 25 !<NA. 1 PH, 480-120/240V'W/6-2.5X TAPS, FLOOR MTG, OUTDOOR TYPE. SO •o• CAT. NO. 25S3H W/WEATHERSHIE\.D, SO "O" CAT. NO. WSJ~- Cl='---------------2-fl/O, THW. 2" C (APPROX. 100') ,-e----------+------SAF S#, 2P-600V-100A W/lOOA FUSES (CLASS "J", 22.000 AIC), NEMA JR ENCL, SQ "o" CAT. NO, H363RB ct=~--------+------2-#1/0 (G), THWN, 1 1/2" C (N'PROX 5') -T i-e---------;-----~ STEPOOWN XFMR, 37.5 l<VA. 1 PH, 480-120/240V W/6-2.5,C TAPS, FtOOR MTG, OUTDOOR lYPE, SQ "o" CAT. NO. 50S3H W/WEATHERSHIELD. SQ "o" CAT. NO. WS~63 --------3-#4/0 &: 1-#2 (G), THW. 2" C (APPROX. 1 O') 3-#4/0 a. 1-#2 (G), THWN, 2" C -------.-P (N'PROX 15') 1-#2, THWN, 1/2"C----.<p (TYP.) ~ MAIN SERVICE WALKING BEAM BREAl<ER -+-------l 2P-240V-200A (MANUAL XFER SWITCH) POWER PROTECTION CABINET----1 "PPC" (U.L. LISTED AS SER\olCE EQUIPMENT) Kt " APPLETON EMERGENCY GENERATOR RECEPTACLE, 3P-240V-200A. NEMA JR, (GROUND 4th WIRE TO RECEPTACLE HOUSING GROUNDING CONNECTOR). i-tt-------OMK DUAL-STAGE _j 7 I I SURGE SUPPRESSER '-1--------24-POSITION POWER PANEL "PP" INSIDE "PPC" (ALL BREAl<ERS COME FACTORY INSTALLED, RATED 10,000 AIC. -MODIFY CIRCUIT BREAKER ARRANGEMENT AS~ SHOWN IN THE PANEL SCHEDULE) ~ L ________ __J PANEL "PP" LOAD SCHEDULE ::.~J 1 • • Sprinte Sprint PCS ~ 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 21 60 LAS PALMA$ DR. CARLSBAD, CA 92009 SAN DIEGO COUN'lY r""' ,~~;;~102 11 r~ ro,~RMIT _ ~ -REV.:-DATE:--DESCRIPTION:--BY:i7 & I 02/12/02 I P.c. coRREcr10Ns lc.ci 09/17/01 P.C. SUBMITTAL (OB 09/14/01 08/22/01 PLANS PREPARED BY: FINAL C. D. DB 90% c.o. DB Ve/dciTeF ARCHITECIURE AND ENGINEERING DIVISION <1909 MURPHY CANYON ROAD, SUllE #320 SAN DEGO, CAUFORNIA 12123 CONSULTANT: {B58) 2+4-1026 (858)2-44-1032.FAX www.velocitot.net NUMBER:. E2 I -· .. .. · .. ·.·. · .... -: .. ·. ·:.· .. ... -:. ::· ·: ..... _ .. ·: .:.:· '::, . :-. (N) TEST EQUIPMENT COMPOUND ±266' -6" SQ. FT. (N) VERTICAL CABLE TRAY PAINTED TO MATCH EXISTING COLOR & TEXTURE EQUIPMENT AREA GROUNDING PLAN (N) (3) 4'-4" LONG PANEL ANTENNAS SECTOR "C" 0 260" PAINTED TO MATCH EXISTING COLOR & TEXTURE #2 AWG, BTCW TO GB#3 GB#7 (E) WALL-MOUNTED LIGHT GROUNDING ANTENNA SECTOR "C" I r3 ,. .. ·: . D : : . · (NY ··di.A1N· ·uNK (Jo ON ·, , . S?R\N.T COl)IPOUNO · ....... . .:·.· . : .· ffi TEST WELL (TYP.) @ (N) CABLE BRIDGE (N) (3) 4'-4" LONG PANEL ANTENNAS SECTOR "A" 0 10" (PCSS 65-13-2) PAINTED TO MATCH EXISTING ·COLOR & TEXTURE (lB#4 (N) VERTICAL CABLE TRAY 3-#2 AWG, BTCW TO GB#3 (N) CABLE TRAY ON SLEEPERS ,- (N) SPRINT MODCELL . EQUIPMENT CABINETS (N) (3) 4'-4" LONG PANEL ANTENNAS SECTOR "B" 0 160" {PCSS 65-13-2) PAINTED TO MATCH EXISTING COLOR & TEXTURE '"' oe,J ANTENNA SHEET IS NOTTO SCALE UNLESS PLOTTED ON 2"X36 I I I I 11 " '--> ------~ • • Sprint® SprintPCS '" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY ["""' ,~u;;~/02 II ISSUED c-r.o. ~ _ '"'~RMIT _ ~ -REV.:-DATE:--DESCRIPTION:--BY:- & 02/12/02 P.C. CORRECTIONS C.C 09/17/01 P.C. SUBMITTAL DB 09/14/01 FINAL C. D. DB 08/22/01 90% C.D. DB PLANS PREPARED BY: Ve/di:JiTel· ARCHllECTlJRE AND ENGINEERING DIVISION .. 909 MURf'HY CANYON ROAD. SUITE 1320 SAM DIEGO, CALIFORNIA 92123 (858)2,4.4.10'.2,S CONSULTANT: (858) 2",4-1032FAX www.veloeltcl.net E3 I SBSS65S TAMPER RESISTANT 1.000 1.500 ttt GROUND BAR (24") GROUND BAR (24") SBSS65S TAMPER RESISTANT 1.0001.500 ttt 0 }3 -$- -$- .562~ (20) 0 ~ 0 ~ 0:000 U~F-bt 1 4 2.000 2,685=e-' ~::~~= "tr{§-$= +.800 \= . -$- -$- -$--$- -$--$- ~TIN BAR MANUFACTURER: HARGER TIN BAR MANUFACTURER: HARGER 1.000 'NP. -$- -$- TIN BAR "UL" GROUND BAR LABEL -$--$--$--$- -$--$--$- -$-: • ,.562~ (12) .422f (10) 2 HOLE LUG ('NP, OF 2) WBKTI BRACKET MANUFACTURER: HARGER GROUND BAR (18") "UL" GROUND BAR LABEL .437¢ (2) -$- -$- 2 HOLE LUG (lYP. OF 2) "UL" GROUND BAR LABEL .437• (2) 2 HOLE LUG (TYP, OF 2) '-. -$- ~ "' ,..; 0 "' N ,,; N SCALE: ~ SCALE: ~ .438f (2) 7 SCAJ.E, NONE° 8 9 (C"8LEWAVE P.N. 916201) 16 AWG STRANDED COPPER GROUND l \IIIRE ( GROUNDED TO GROUND BAR} * ":>n9 ANTENNA CABLE 9 l Li L 1-1/4-" DIA. MAX. INSIDE WALL OF BUILDING 16 AWC STRANDED COPPER CROUNO----~ WIRE ( GROUNDED TO GROUND BAR) (CABLEWA.'£ P.N. 916201) ANTENNA b ' ·' ·t.J=·-·tt:·t CABLE 2-1/2" DIA. I . . MAX. tNSIDE WALL· Of BUILDING NOTE: 00 NOT INSTALL CABLE GROUND KIT AT A BENO ANTENNA CABLE GROUND KIT SCALE: NONE #6 AWG FROM ANTENNA CABLE GROUND KIT (SEE DRAWING El FOR CABLE QUANTITIES GROUND BAR ON WALL 2· HOLE LUG (lYP. OF 2) GROUND BAR (TYP.) CONDUIT SUPPORT SCALE: _H9JE ANCHORAGE AT CONCRETE'. USE 5/8"• x 3 3/4• HILTI KWIK BOLT II YI/ 2 3/4" MIN, EMBEOMENT (2" MIN,) ~L~fC~~AL US~f/sBji; lAG #12.x3" SHT. MEl'. SCREWS (2 MIN. PER, UNISTRUT) ~Nbwruir.1~!' .. ~t· r~-·f'OR 2" CONDUIT) PROPOSED UNISmUT P1217 CONDUIT CI..AMP (N) CONDUITS, PER PLAN SCALE: ~ 4 5 6 CABLEWAVE=..I P.N. 916201 I/If.A THERPROOFING KIT ( T'l'P. ) \~--SU~P:RT 2 AWG sew ~ /12 AWG sew BONDED TO GROUND WIRE ALONG CABLE TRAY GROUNDING BAR, NEWTON, SIMILAR TO WITHOUT INSULATORS, MOUNTED NEAR ANTENNA ANTENNA CABLE GROUND SCALE: ~ #2 AWG BTCW (TYP, 3 PLACES) ':o 'i;::i!--1-1/4"• PIPE CONTINUOUS BEAD OF SILICONE SEALANT 0 TOP OF UNISTRUT (TYP.) SECURE TO WALL USING 1/4"• X J 1/2" lAG BOLT O WOOD STUDS, 1/4"• THREADED ROD W/ HILT! HY 150 EPOXY W/MIN, 3 1/4" EMS (1CB#S193) 0 SOLID GROUTED Cl,IU OR HILT! HH C20 EPOXY W/ MIN, 6" EMS (1C80#4016) 0 HOLLOW c1,1,u GPSANTENNA 4 CONDUIT CLAl,IP NEOPRENE WASHER 0 THREADED ROD (TYP,) 11[=12" l,IIN, LENGTH UNISTRUT PIOOO (TYP,) ;i.----+~-1----EXISTING WALL/PAAN>f.T n~JROUNOING 1/2"• CO..XIAL CABLE llr----<COPPER ISO!ATEO GROUND BUS WlE!lU SCAJ.E, ~ 1. COPPER GROUND BAR, 1/4" X 4• X 24'., NEWTON INSTRUMENT CO, CAT# 8-6142. HOLE CENTERS TO MATCH NEM/\ DOUBLE LUG CONFIGURATION 2. INSUlATORS, NEWTON INSTRUMENT CAT.# J061-4. 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO.· CAT# 3015-8. 4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. _CAT# A-6056 5. 5/8"-11 X 1" H,H.C.S. BOLTS, NEWTON INSTRUMENT CO. CATf 3012-2. GROUND BAR ASSEMBLY (TYP.) SCALE: NONe" 2 3 Sprint® SprintPCS "' 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY ["'""' '~"; ;;';; 02 I I ~ssorn ""' PERMIT ~ -R81.:=DATE:=DESCRIPTION:=BY:i7 Lt, 02/12/02 P.C. CORRECTIONS c.c! 09/17 /01 P.C. SUBMITTAL DB 09/14/01 I FINAL C. D. IDB 0B/22/01 PLANS PREPARED BY: 90% C.D. DB Veldi:JiTef ARCHITECTURE AND ENGINEERING DMSION ~909 MURPHY CANYON ROAD, sum: #320 SAN DIEGO. CALIFORNIA 92123 CONSULTANT: {858) 244-102& {858J2U-1032FAX www.velocltel.not E4 I FINISHED GRADE RIGID sTm ----------.\ CONDUIT PVC CONDUIT SIZE AS SHOWN ON lAYOUTS RIGID STEEL TO _______________ ......,...___, PVC ADAPTOR CONDUIT STUB-UP LOOP-UP #2, SOLID FOR TO ACCESS FOR TESTING HARGER #10PS STEEL WELL COVER LOOP-UP #2, SOLID FOR TO ACCESS FOR TESTING ;!j I ~ tJARGER #360PS GRO ___,.,- _.,,--ACCESS WELL WHERE OCCURS !,! ~ "'-GROUND RING PER PLAN • ~CAOWELD TYPE ]_~"NX1" MO~ROUND RING GROUND R~DWELD TYPE___/ A "NX1" MOLD _/ V GROUND ROD GROUND TEST WELL INSULATOR CAOWELD TYPE "Vs" MOLD O STEEL C.L GATE POSTS CONC. PAO----': ....., I I GROUND WIRE PER PlAN GROUND ROD PER PlAN GROUND ROD PER PlAN MASTER GND BAR & CADWELD QONN. 3 4 5 CONDUIT & WIRE ROUTING 1/~"X12" WORK LIGHT, 135W, LOW PRESSURE SODIUM W/SWITCH CONTROL d--d--d--d--d--d--d--d --4 --~ --4 /-7 I ,,,,,,,.-I //',,,.. I /.,,,..,,., I // I / I / I / I / 1-., / I / I / I / 11 / I / I /---~I FUTURE 8/U B / :.Rer 1 ~ !~I FLEX I FLEX 7-64 & 1-/16 {G), 2" PVC CONDUIT FOR POWER I \ I - ' STEPDOWN XFMR, 50 KVA, 1 PH, 480-120/240V W/6-2.5% TAPS, FLOOR MTG, OUTDOOR lYPE, SQ "D" CAT. NO. 50S3H W/WEATHERSHIELD, SQ "D" CAT. NO. WS363 ANTENNAS PER PlAN (QUANTITY/CONFIGURATION VARIES) L COit GROUND CONDUCTORS FOR FUTURE CONNECTION TO CABINETS, TYP. 0 ALL FUTURE CABINET LOCATIONS r-.:u.~1r-:1r-=- ~ SAF SW, 2P-600V-100A W/100A FUSES {CLASS "J", 22,000 AIC), NEMA 3R ENCL, SQ. "D" CAT. NO. H223RB, 1. THIS IS A DIAGRAMW.TIC REPRESENTATION ONLY. SEE GROUNDING PLAN FOR SITE-SPECIFIC GROUNDING LAYOUT ANO COMPONENTS. 2. SEE GROUND NOTES FOR AOOITIONAI. INFORW.TION. 3. USE #2/0 AWG, BTCW FOR GROUND LEADS FROM GROUND BARS TO GROUND RING. 4, USE #2 AWG, BTCW FOR BURIED GROUND LOOP AND GROUND LEADS. CHAIN LINK LIO r--, r--, I 11 I • B/U I I I 2-HOLE LUG, FLEXENT CABINET I 11 I I 11 I PPC I PPC truPHOIIE EI.ECIRICIL I I I I I I TYP, I 11 I I 11 I I 11 I oooeu: i=o. Slll!CH I I I 11 I 2-/112 & 1-#12{G); 3/4" RGS CONDUIT (FOR WORK LIGHTS) SPRINT PCS EQUIPMENT EMERGENCY GENERATOR RECEPTACLE POSITRON CABINET PPC CABINETS '-----2" CONDUIT FOR FLEX '-----2" CONDUIT FOR GPS ANTENNA METAL FENCE POSTS, METAL GATES, OR PIPE BOLLARDS : T I l lr rl lr rl ~2/jC. ~ 1/4"X4"X24" GROUNDING SYSTEM SCHEMATIC GROUND WELL EU SE GR 2 .. • Sprint@ SprintPCS "' 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNlY [""'"' "~"~;~; 0 2 I I r~ m,~RMIT _ ~ REV.:-DATE:--DESCRIPTION:--BY: ffi 02/12/02 P.C. CORRECTIONS C.C 09/17 /01 P.C. SUBMITTAL DB 09/14/01 I FINAL C. D. IDB 08/22/01 I 90% ·C.D. I DB PLANS PREPARED. BY: Ve/dciTef ARCHITECJlJRE AND ENGINEERING DIVISION -4909 MURf'HYCAN'tON ROAD,SUITE #320 SAN DIEGO, CAUfORNIA 92123 (858) 24+1026- (as8) 2-4-4-1032FAX", www.vekx:ltef.net NUMBER: ES I TO MANUAL TRANSFER SWITCH 12-#4/0 PANEL CIRCUIT SERVICE: 120 / 240 VAC AND DESIGNATION: N/A LAOD SCHEDULE LOCATION: N/A LOAD LOAD PER PHASE (VA) "' 200 A 11 II "' i:l "' LOAD PER PHASE (VA} LOAD "' "'I a. "' C? ~ s s ~ cJ in "' ~ '"' g~ I ~ ~5 ~ ~ ~~ PHASE ;:;; I~ PHASE ~ 0 ~ "' "' ~ "' 0 Z< -:!;; ! DESCRIPTION ~z a. "' G N "' "' a. z~ ~9 >~ DESCRIPTION A B C :;; :;; :;; A B C BOA 60A 1 1 4680 4680 --X 80 2 4 10,000 THWN BLK ;T; ;T; BU< THWN 10,000 6 2 60 X ----1 2 ,--'RECTIFIER f1 ~ ~ SURGE ARRESTOR ,-- 3 1 4680 -4680 -X 80 2 4 10,000 THWN REO RED THWN 10,000 6 2 60 X ----1 4 BOA 10A - 5 1 BU< ;T; ------------BU< VENT FAN 6 4680 4680 --X 80 2 4 10,000 THWN THWN 10,000 12 1 10 X 100 --1-100 1 •RECTIFIER #2 -~ 20A REO ------------REO 7 1 4680 -4680 -X 80 2 4 10,000 THWN THWN 10,000 12 1 20 X -900 -J-JOO 1 •LIGHTING 8 BOA 15A 9 1 BU< ;T; ------------BU< 1 GFCI 10 4680 4680 --X 80 2 4 10,000 THWN THWN 10,000 12 1 15 X 400 --2-200 ,--•RECTIFIER #3 ~ -30A - ------------11 1 4680 -4680 -X 80 2 4 10,000 THWN RED RED THWN 10,000 10 1 30 X -2400 -2400 1 •BATTERY CHARGER 12 -- 13 SPACE -----------------------SPACE 14 15 SPACE --------------------SPACE 16 17 SPACE ----------------------SPACE 18 19 SPACE ------------------. -----SPACE 20 21 SPACE ------------------------SPACE 22 23 SPACE ---------------------SPACE 24 -- SUBTOTAL CONTINUOUS 14040 14040 -m ~ >666< ~ ~ ~ ~ QQ9< ~ ~ Sooo :810 ~ ~ 500 3300 -SUBTOTAL TOTAL !<NA ~ SUBTOTAL NON-CONTINUOUS CONTINUOUS 39.8 ~ CONTINUOUS x 1,25 -----SUBTOTAl ,,..,, NON-COffTINUOUS VOLTAGE: 120 / 240 CYCLE: 60 PHASE: 1 I WIRES: 3 TOTAL !<NA -o-MANUFACTURER: xxxxxxx NON-CONTINUOUS ' NEUTRAL: 200 AMPS . I TYPE AND CATALOG NUMBER: xxxxxxxxx TOTAL !<NA 39.8 MAIN BREAKER: A.I.C.: 1D,OOO TRIP: MAIN LUGS: 200 AMPS MAIN COPPER BUS: __ AMPS NO EQUAL: __ APPROVED EQUAL: __ TOTAL AMPS 165.9 MAINS: TOP _x._ BOTTOM __ MOUNTING: SURFACE __ FLUSH __ * 1. PER MANUFACTURER'S RECOMMENDATIONS. 2. E.C. SHALL MODIFY BRANCH CIRCUIT ARRANGEMENT AS S_HOWN IN THE PANEL SCHEDULE PANEL "PP" SCHEDULE ~1 E 1. ALL DETAILS ARE, SHOWN IN GENERAL TERMS, ACTUAL CROUNOINC INSTN..1.AOON r REQUIREMENTS IHO CONSTRUCTION ACCORDING TO SITE CONDITIONS, ' ~ ~ ~ ~ 2, ALL CROUNOINC CONDUCTORS: #2 AWC SOUD BARE TINNED COPPER MRE UNLESS OTHERWISE NOTED. • J, GROUND BAR LOCATED IN BASE OF EQUIPMENT WU BE PR<MDED. FURNISHED ANO ~. {mG~ INSTAU.ED 8'f THE VENDOR. ~ 4. ALL 9ElOW GRADE CONNECTIONS: EXOTI-tERU1C WEtD lYPE, A80\IE GRADE CONNECTIONS: EXOTHERMIC WEU> TYPE. 1:~-5. GROUND RING SHALL BE LOCATED A MNIMUM OF 24• BELOW GRADE OR -5• MINIMUM = = = = = BELOW TiiE FROST UHE. .lllll.I..lIB!I 2 BO! T PARA) ! El =-..!!llli UNIVfRSAJ pipe Cl AMP$ 5. INSTALL CROUNO CONDUCTORS AND CROUNO ROO MINNUM OF 1•-0• FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. ~ .liElJl:E!l ~ lW..2S " ~ ~ lo!!: ~~~~~\~~~\¼-~\'.> . 7. EXOTHERMIC WELD GROUNO CONNECTION TO FENCE POST: 'TREAT WITH A. COLO ~ ~ GALVANIZED SPRAY. ~%~~~~~~~~ IS. GROUND BARS: A. EQUIPMENT CROUNO BUS BAR (ECB) LOCATED AT BOTTOM OF ANIDINA >~ »~'0'~ ~\~ ~~~ v POLE/lrilAST FOR MAKING GROUNDING JUMPER,CONNECTIONS TO C0.,.X ~~~¾~ ~~~~¾~~' RING GROUND FEEDER CA8l.ES SHAU. BE FURNISHED AND INSTAU.EO BY ~ ~ ~ = !!EUl!: MLiiY .ItEE...ll!: ELECTRICAL CONTRACTOR. JUMPERS (FURNISl'!ED B'I" OWNERS) SHALL ~~~~ ~~~~~~< #2 AWG BCW BE INSTALLED AND CONNECT£D BY ELECTRICAL., CONTRACTOR. B. MAIN GROUND BUS IWl (MCB) LOCATED NEAR THE BASE Of" ntE RADIO l..!lQI.E...lUl ~T "T., Se1.1CEB 1 80~.w,LlEL :8 ~~ ~ ~~~~~ ~~~~~< ~~OR~ET(S) ~ BE F\JRNtSHEO AND INSTAU.EO BY aECTRICAL ~ ~ °'*-'y<\~" 1/, ,1/, V-)0 *'\(,<~'1/, v 9. AtL GROUNDING INSTAI.LATIONS ».ID CONNECTIONS SHALL BE MADE BY \~~~~ %<%~~~ ELECTRICAL CONTRACTc;>R. • 10. OBSERVE N.E.C. ANO LOCAL UTIUTY REQUIREMENTS FOR ELECTRICAL. ¾~~'0 1/-~¾~~ SERVICE GROUNDING. ... \<"~'0'~"%'\ t:,' '' ,°\:Y-'<-0-, / GROUND ROD COPPERWELD 11• ~~~S'~=~it1~cmf"01NG~N~ ~'7,Rro~u~~t1~'s ~ rreE..l,l l!E.E...l:!b = == Il'.eUill ~~~~ ".'\~'0°:0~\' 5/B"fXIO'-O" LONG 12. IF EQUIPMENT tS IN A C.L. FENCE ENCLOSURE. GROUND ONLY CORNER POSTS ~ ~'%r~~~~~'W AND SUPPORT POSTS 0G GATE. ,IF CHAIN LINK UD IS USED, THEN GROUND UD ALSO. ~~ 13. GROUNDING O ,PPC CABlNET SHALL' 8£ VERTICAU.Y INSfAU.Eo. X ~ ~ ~~~~~~~' 14. AU. GROUNDING F'OR ANTENNAS SHALL BE CONNECTED SO THAT IT WILL BY-PASS MAIN BUSS SAR • ~ . ~'¾~~~v 15. ALL EMT RUNS SHAU. 8E GROUNDED AND HA.VE A. BUSHING. NO· PYC MOYE GROUND. .'..'..ll:.'..J 1 BOLT PARALLEL UNIVERSAL PIPE Cl MAPS ~\~~,¾~\\'-: 16. USE ,SEPAREA.TE HOLES FOR CROUN(?ING O BUSS BAR. NO -OOUBUNG-UP"OF LUGS • ~ ,W.!,!E = = = Il'.eE..J.LI.IJ .!YEE..es; D'.ELIB ,, ,, 1/.-..1/.,,. t7. POWER AND TO.CO CABS. SHAU. BE GROUNDED (BONOEO) TOGETHER. 11S. NO 1. AND 8" Al.LOWED ON GROUNDING. -19. PROVIDE STAINtESS STEEL cv.M AND BRASS TAGS ON C<WC O ANTENNAS AND DOGHOUSE. ANO DOGHOUSE. MECHANICAL CONN. DETAILS ~5 E CADWELD CONN. DETAILS ~4 E GROUND ROD DETAIL ~3 E GROUNDING NOTES ·~2 E -• • Sprinte_ SprintPCS ~ 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 .. ;::p .. . ROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 920D9 SAN DIEGO COUNlY CURRENT ISSUE DATE: ~ 02/12/02 ll ~ - SSUED FOR: SEV,COA,C,~:~::o"=~ .&. 02/12/02 P.C. CORRECTIONS IC.Cl 09/17/01 P.C. SUBMITTAL IDB -- 09/14/01 I FINAL C. D. IDB -- 08/22/011 90% C.D. IDB PLANS PREPARED BY: VeldciTef ARCHITECTURE AND ENGINEERING DIVISION -4909 MURPHY CANYON ROAD.SUITE #320 SAN DIEGO, CALIFO~ 92123 CONSULTANT: (8581 Ul-102' (858)244-1032FAX www.velocitel.net E6· I 1. SCOPE OF WORK INCLUDES AREA INSTALLATION OF NEW SCREENING SHURBS, VINES. 2. REPLCE ALL GROUND COVER DAMAGED DURING CONSTRUCTION AND INSTALLATION OF NEW CONCRETE WALK. 3. RESTORE IRRIGATION SYSTEM. 4. PRIOR TO START OF WORK THE CONTRACTOR AND THE OWNERS REPRESENTATIVE SHALL MEET AND REVIEW UTILITIES AND EXISTING SITE CONDITIONS. AT COMPLETION OF WORK A FINAL INSPECTION SHALL BE MADE AND ACCEPTED BY THE OWNER AND GOVERNING JURISDICTION .. 5. THIS PLAN IS DIAGRAMMATIC AND ALLOWS FOR ADJUSTMENT TO BE MADE TO ACCOMMODATE EXISTING SITE CONDITIONS. 6. LANDSCAPE INSTALLATION SHALL MEET STANDARD SHOWN UNLESS SUPERSEDED BY LOCAL STANARDS. 7. PRECAUTIONS SHALL BE TAKEN TO PROTECT ALL UTILITIES, STRUCTURES ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES AND REPLACEMENT. 8. THE CONTRACTOR SHALL REMOVE ALL DEBRIS, WEEDS AND TRASH FROM CELL SITE AREA AT COMPLETION OF WORK. 9. GUARANTEE OF TREES (1) YEAR, (6) MONTHS FOR SHRUBS, GROUND COVER. 10. THE CONTRACTOR SHALL MAINTAIN THE SITE FOR 90 DAYS FOLLOWED BY A MONTHLY MAINTNACE PROGRAM RESPONSIBLE FOR MAINTAINING THE IRRIGATION SYSTEM AND ALL PLANING 11. NEWPLANTING AREAS SHALL RECEIVE 2" LAYER OF WOOD DARK MULCH. 12. SOIL PREPARATION PER 1000 SQ. FT. 6 CU. YDS. NITROGEN AMMENDENT 15 LBS •• 12-12-12 COMM, FERTILIZER EACH TREE OR SHRUB SHALL RECEIVE AGRIFORM TABLET, QUILTY PER DETAILS. LANDSCAP NOTES CROWN TO BE 1 1/2~ ABOVE FINISH GRADE (3) 21-GRAM FETILIZER TABLETS BACKFILL MIX: 2/3 PART ON SITE SOIL 1/3 PART ORGANIC AMMENDMENT (NITROLIZED WOOD SHAVINGS) SHRUB/ SMALL TREE PLANTING 2X ROOTBALL DIM. (E) CONC. ORAINAGE DITCH ----------- (N) 4' -0" WIDE CORRUGATED METAL ACCESS DOOR TO TEST COMPOUNND LANDSCAP-PLANTING PLAN -----BASIN (TO BE "REMOVED PRIOR TO END OF MAINTENANCE PERIOD) FINISHED GRADE r £ ~</,V/,'< . PLANTING BACKFILL W/ SLOW RELEASE FERTILIZER ROOTBALL UNDISTURBED SOIL ~-----(N) CUTTINGS FROM FLATS VINCA MAJOR @ 18" 0.C (PERIWINKLE) (E) 3-1 o' -o" ± HIGH PALMS (PROTECT-IN-PLACE) ___ PROPERTY LINE (E) 3-10'-o"± HIGH SHRUBS ,------------------1N~~~:~------------------------- PARTHENOCISSLIS TRICUSPIDATA (BOSTON IVY) ,. ~---------(E) BUILDING WALL-----~ ~.~ ·: ::-~---·~-~-~-~::1.: >-·~~ .. ~·,·. \.:. ·~. l-g Cl z S2 a:; a: ) ENLARGED EQUIPMENT AREA PLAN (E) 12' HT TREE E) DRAINAGE DITCH •• ·&~ 50·-o• (N) CUTTINGS FROM FLATS MATCH EXISTING GROUND COVER (OR) VINCA MAJOR O 18" O.C "-----(E) BUILDING ~ . ~ .. -.-.... -... \:._./---~.:>:\/~ 1s·-o· Sprint® SprintPCS ~ 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNTY r"""~"~ ;;', 102 11 ~""" '°"' PERMIT ~ REV.:=DATE:=DESCRIPTION:=BY: 01/11/02 I ADDENDUM TO BID ISZ 09/17/01 I P.C. SUBMITTAL IDB 09/14/01 I FINAL C. D. IDB 08/22/01 PLANS PREPARED BY: 90T. C.D. DB Veldi:JiTer ARCHllECTURE AND ENGINEERING DIVISION ,4909 MURPHY CANYON ROAD,SUITE #320 'SAN DIEGO, CAUFOIMA P2123 CONSULTANT: ' 18581244-102' {858)2.U-1032FAX www.velocitel.net NUMBER: I 1. SCOPE OF WORK IRRIGATION WORK INCLUDES INSTALLATION AND AND OR REPAIR OF THE EXITING SYSTEM AROUND THE COMMUNICATION SITE AND AT NEW WALK INSTALLATION. 2. THE EXISTING IRRIGATION ON SITE INCLUDES: BACK FLOW, CONTROLLER AND REMOTE CONTROL VALVES. 3. THE PLAN DIAGRAMMATIC AND ALLOWS FOR ADJUST TO ACCOMMODATE SITE CONDITIONS AND INSURE EFFICIENT WATER MANAGEMENT 4. ALL REPLACEMENT EQUIPMENT SHALL MEET OR EXCEED EXISTING PRODUCTS. 5. CONTRACTOR AND OWNER REPRESENTATIVE SHALL DETERMINE APPROPRIATE POINT OF CONNECTION MAINLINE LOCATION AND INSURE BACK FLOW PREVENTION IS TO CODE. 6. ELECTRICAL CONNECTIONS FROM REMOTE VALVE TO CONFORM CURRENT STANDARDS AND CODE. 7. MAINLINE 40 PVC W/ 18" COVER LATERAL LINE CLASS 200 W/ 12" COVER 8. AFTER INSTALLATION CONTRACTOR TO MAINTAIN AND MONITOR EQUIPMENT FOR 90 DAYS FOLLOWED BY AN APPROVAL INSPECTION BY THE OWNER AND LOCAL GOVERNING JURISDICTION INSPECTOR. 9. GUARANTEE INSTALLATION REPLACEMENT FOR (1) YEAR AND EQUIPMENT PER MFG. WARNING. 10. CONTRACTOR SHALL PROVIDE OWNER WITH "AS-BUILT" EXHIBIT OF PALLIATION WITH DIMENSIONS. IRRIGATION NOTES NOT USED ~ NONE (E) CONC. DRAINAGE DITCH ' I ------------ I I I I I PROPERlY LINE : ---------------------------------------------+----------- ' ,.,_, (E) CONC. DRAINAGE DITCH ~ o,~ (N) 4' -0" WIDE CORRUGATED METAL ACCESS DOOR TO TEST COMPOUNND :,. :-· ~ 3 I LANDSCAP-IRRIGATION PLAN SCOPE OF WORK IRRIGATION REPAIR-RREPLACEMENT (E} BUILDING WALL------ 1-'a:: :i!'o -~~== . ,, . . . : . I • ·.l:i'_ ..... (E) ROOF DRAIN TO L BE RELOCATED, (E) ±8-0" HIGH TRAS~ ENCLOSURE (N) PPC CABINETS (E) DRAINAGE DITCH Q Noil'TH ~~-o:11 · .. ,:·:-/:·~-~-:':-:::\\'.__.:-.:-.__ .. ,.:· .. ,,-'._.' .. fj\\:;.:.::-;,_.; .. ,-'.·i:,;_<~;:,_:-,,_\/=f~-/::<:~·:=.~,:-.:\,~\::·<>:···~·\:.·\·:~/--:"·:.-;.-::·: .:.·; ·;'·~~- ( § C> z S< a:: cf. 41 IRRIGATION PLAN ~-SCOPE OF WORK IRRIGATION ~ REPAIR-'-REPLACEMENT \__(,) '"""'\ SHEET IS NOTTO SCALE UNLESS PLOTIED ON 24X38 Q No111H ~:.';'::i,.12 . ._ _, . • • Sprinte Sprint PCS "' 4683 CHABOT DRIVE, SUITE 1 OD PLEASANTON, CA 94588 PROJECT INFORMATION: CARLSBAD SWITCH SD40XC317C 2160 LAS PALMAS DR. CARLSBAD, CA 92009 SAN DIEGO COUNlY [""'"' '~"~ ;~; / 02 11 ISSUED FOR: t,,OA>E,~~:.::ow=a,,~ 01/11/02 I ADDENDUM TO BID ISZ 09/17 /01 l P.C. SUBMITTAL IDB 09/14/01 I FINAL C. D. IDB 08/22/01 90% C.D. DB -PLANS PREPARED BY: Ve/dciTef ARCHl1ECTURE AND ENGINEfRING DIVISION .(?QP MURPHY CANYON ROAD.SLm'E f320 SAN DIEGO, CAUFORNt.1..92123 (858J244-1026 '.CONSULTANT: (858] 244-1032FAX www.veloclel.net C™L2 I