HomeMy WebLinkAboutSBA Generator_SC70146A Butte_90% PCD_09-03-21PRELIMINARY DRAWINGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMINSTALL (1) NEW GENERATOR ON 10'-0" X 5'-0" CONC. PADINSTALL (1) NEW AUTOMATIC TRANSFER SWITCHCOVER SHEETT-1PROJECT SITEPROJECT SITEROBB CHEAL407 WEST 9TH STREETCHICO, CA 95928ZONING JURISDICTION:BUTTE COUNTYSITE NAME:CHICO SC70146ASITE LOCATION:10486 DOE MILL ROADCHICO, CA 95928LEGAL DESCRIPTION:TBDUTILITY COMPANIES:PROJECT CONTACT LIST:DRAWING INDEX:SH #POWER:PG&EPHONE: (800) 743-5000TELEPHONE:AT&TPHONE: (800) 288-2020SHEET DESCRIPTIONREVDRIVING DIRECTIONS:FROM T-MOBILE SACRAMENTO OFFICE:TURN RIGHT ONTO CREEKSIDE OAKS DR. TURN LEFT ONTO CAPITAL PARK DR. TURN LEFT ONTO NATOMAS PARK DR. TURN RIGHT AT THE 1ST CROSS STREETONTO GARDEN HWY. USE THE RIGHT LANE TO MERGE ONTO I-5 N VIA THE RAMP TO REDDING. USE THE RIGHT 2 LANES TO TAKE EXIT 525B FOR CA-99TOWARD YUBA CITY/MARYSVILLE. CONTINUE ONTO CA-99 N. USE THE RIGHT LANE TO TAKE THE CA-70 RAMP TO MARYSVILLE/OROVILLE. CONTINUE ONTOCA-70 N. TURN RIGHT ONTO STATE HWY 70 E/9TH ST (SIGNS FOR OROVILLE). USE ANY LANE TO TURN LEFT ONTO CA-70 N/B ST. CONTINUE ONTO CA-149 N.TAKE EXIT 383 FOR SKYWAY TOWARD PARK AVE. TURN RIGHT ONTO SKYWAY. TURN LEFT ONTO HONEY RUN RD. TURN LEFT ONTO CENTERVILLE RD. TURNLEFT ONTO CENTER GAP RD. ONTINUE STRAIGHT TO STAY ON CENTER GAP RD. SHARP LEFT ONTO DOE MILL RD. DESTINATION ON THE LEFT.VICINITY MAPAPPLICANT:PROPERTY OWNER:SBA AGENT:PROJECT MANAGER:T-MOBILE USA, INCCONTACT: TBDPHONE: TBDEMAIL: TBDPROJECT A&E:ENGINEER OF RECORD:PROJECT INFORMATION:ZONING CLASSIFICATION:CODE INFORMATION:CONSTRUCTION TYPE:OCCUPANCY:JURISDICTION:PROPOSED BUILDING USE:LATITUDE:SITE LOCATION (NAD83):LONGITUDE:TOP OF STRUCTURE:BASE OF STRUCTURE:NEW IMPERVIOUS AREA:PARCEL NUMBER:EXISTINGPROJECT LEASE AREA:BUTTE COUNTYAG-160 - AGRICULTUREII-BUTILITYUNMANNED TELECOM±1807 AMSLN 39° 47' 0.8406" (N 39.783567°)W -121° 40' 43.7982" (W -121.678833°)N/A017-070-029AREA OF PARCEL:±5 ACRESGENERAL INFORMATION:PARKING REQUIREMENTS ARE UNCHANGEDTRAFFIC IS UNAFFECTEDSIGNAGE IS PROPOSEDPROJECT DESCRIPTION:REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWEDAPPROVED BY:DATE:PROJECT MANAGER:SITE AQUISITION:ZONING:CONSTRUCTION MANAGER:NORTH±1630 AMSLRICK MATTESONACOM CONSULTING, INC5200 SW MEADOWS RDSUITE 150LAKE OSWEGO, OR 97035PHONE: (425) 209-6723rick.matteson@acomconsultinginc.comT-1COVER SHEETT-2GENERAL NOTES AND SYMBOLSA-1A-1.1A-3A-3.1S-1S-2E-2E-3LOCATION MAPKNOW WHAT'S BELOW.CALL BEFORE YOU DIG.www.call811.comCONSTRUCTION MANAGER:SIGNATURE:APPROVED BY:DATE:SIGNATURE:RF ENGINEER:OPERATIONS MANAGER:DEVELOPMENT MANAGER:REGULATORY:BUILDING CODE:T-MOBILE1755 CREEKSIDE OAKS DR, SUITE 190SACRAMENTO, CA 95833SBAEMILY PETTY590 TERRITORIAL DRIVE, SUITE ABOLINGBROOK, IL 60440epetty@sbasite.comELECTRICAL ENGINEER:DEAN P. LEVORSEN, PEVECTOR STRUCTURAL ENGINEERING, LLC651 W GALENA PARK BLVD, SUITE 101DRAPER, UT 84020PHONE: (801) 990-1775WWW.VECTORSE.COMWELLS L. HOLMES, S.E.VECTOR STRUCTURAL ENGINEERING, LLC651 W GALENA PARK BLVD, SUITE 101DRAPER, UT 84020PHONE: (801) 990-1775WWW.VECTORSE.COME-1OVERALL & ENLARGED SITE PLANSENLARGED EQUIPMENT PLANSEXISTING AND PROPOSED ELEVATIONSSTRUCTURAL NOTESGENERAL ELECTRICAL NOTESELECTRICAL/GROUNDING SITE PLANGROUNDING DETAILSEXISTING AND PROPOSED ELEVATIONSNORTH2019 CALIFORNIA BUILDING CODETMA-2A-2.1GENERATOR DETAILSBAABBBAAABABBGENERATOR DETAILSGENERATOR FOUNDATION DETAILSA-4SIGNAGE INFORMATIONB
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMGENERAL NOTESAND SYMBOLST-2THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS ANDINFORMATION PROVIDED BY OTHERS. ACOM CONSULTING CANNOT GUARANTEE THE CORRECTNESS NORCOMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF.CONTRACTOR AND HIS SUB-CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONSAS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TOTHE CONSULTANT PRIOR TO CONSTRUCTION.IMPORTANT NOTICELEGENDLARGE SCALE DETAIL:BUILDING/WALL/DETAIL SECTION:REFERENCE:XX-XXX-XDETAIL NUMBERELEVATION REFERENCE:XX-XXX-XSHEET NUMBERWHERE DETAILEDDETAIL NUMBERREFERENCEDDRAWINGDETAIL NUMBERREFERENCEDDRAWINGREFERENCEDDRAWINGDETAIL NUMBERGENERAL NOTES1.THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY.2.PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THEFINAL INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ONTHE DRAWINGS.3.PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BERESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS ANDCONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITHCONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECTMANAGER.4.THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTINGWORK.5.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERELOCAL CODES OR REGULATIONS TAKE PRECEDENCE.6.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITHAPPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICESAND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANYPUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICALSYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITYCOMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, ANDAPPLICABLE REGULATIONS.7.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THEWORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECTMANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE.8.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BCWITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURINGCONSTRUCTION.9.THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP SAME ONSITE WHENEVER ANY PERSONNEL ARE ON SITE.10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BEREQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BEINCLUDED AS PART OF THE WORK.11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS,PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANYDAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECTMANAGER AND/OR LANDLORD.12.ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS,RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVEPREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANYNATURE.13.CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OFPROJECT COMPLETION.14WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME ASFOR OTHER SIMILAR WORK.15.ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.16IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIESWHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTORSHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OFTHIS WORK.17.ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED ORREPAIRED TO MATCH EXISTING.18.ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED, UNLESS NOTED OTHERWISE.EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION, FREE OF DAMAGE ORDETERIORATION. CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BYTHIS MODIFICATION AND NOTIFY ENGINEER OF RECORD IF ANY DAMAGE, DETERIORATION ORDISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTIONDRAWINGS ARE FOUND.SPECIAL INSPECTION1.IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTORUNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. THE INDEPENDENT SPECIALINSPECTOR SHALL COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS.2.THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT,STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. ALLDISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FORCORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL.3.ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TOTHE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTION TESTINGREQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.4.INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IFTHE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURINGPREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCEOF COMPLIANCE.5.THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISORSTATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THEAPPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE.STRUCTURAL NOTES1.WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME ASFOR OTHER SIMILAR WORK.2.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES.3.NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESSSPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES,DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FORINSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC.4.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OFALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFYAND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTINGFOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE ARCHITECT/ENGINEER.STANDARD STRUCTURAL STEEL NOTES:1.ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTMA123-A123M-02 UNLESS NOTED OTHERWISE.2.STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE B.3.ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISCAND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLEJ2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION.4.BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A325 BOLTS (5/8" DIA. UNO) ANDSHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS ANDSTANDARD CUT WASHERS.5.NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIAGALVANIZED ASTM A307 BOLTS U.N.O.6.ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B.SPECIAL INSPECTION:1.IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIALINSPECTOR PER CODE FOR THE FOLLOWING ITEMS:A.CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS, IF UTILIZED:INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICC REPORT.B.PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS (A325), IF UTILIZED.5.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DONOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURESNECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TOCONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTIONOF SUCH ITEMS.6.ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.7.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOADSHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATESHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTIONOF THIS WORK.9.DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.10.THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS.11.ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS,ETC.) SHALL BE REPLACED TO MATCH EXISTING.
HYBRIDNORTHPRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TM1OVERALL SITE PLAN0"30'30'15'22"x34" SCALE: 1" = 30'-0"11"x17" SCALE: 1" = 60'-0"OVERALLSITE PLANA-1NOTE:ALL EXISTING CONDITIONS REFLECTED INDRAWINGS ARE DERIVED FROM PREVIOUS AS-BUILTDRAWINGS, AERIAL IMAGES AND PHOTOS.1A-1.1DOE MILL ROAD
EXISTING PARENT PARCELPROPERTY LINE (TYP)EXISTINGWOODED AREA(TYP)EXISTING DIRTACCESS ROADEXISTING 177.0'GUYED TOWEREXISTING OTHER CARRIEREQUIPMENT SHELTERPARENT PARCELZONING: (AG-160) - AGRICULTURALZONE 160 ACRE MIN.JURISDICTION: BUTTE COUNTYEXISTING OTHER CARRIERICE BRIDGEEXISTING OTHER CARRIERDISH ANTENNA, TYP.
HYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDPRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMA-1.1ENLARGED SITE ANDEQUIPMENT PLANS14'3'2'1'0"4'22"x34" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"EXISTING ENLARGED SITE PLAN4'3'2'1'0"4'22"x34" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"3PROPOSED EQUIPMENT LAYOUTNORTH2-NORTH4'3'2'1'0"4'22"x34" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"2EXISTING EQUIPMENT LAYOUTNORTHEXISTING CHAIN LINKFENCED COMPOUND3
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20'-0"LEASE AREAEXISTING SBA 177.0'GUYED TOWER1A-31A-3.1EXISTING UTILITYH-FRAME W/ UTILITYEQUIPMENT20'-0"T-MOBILE EQUIPMENT SHELTEREXISTING TELCOBACKBOARDEXISTING SPRINT PPCCABINETEXISTING CABLE BRIDGE TOREMAIN(3) EXISTING 230' HYBRIDTRUNK 6/24 ROUTEEXISTING T-MOBILE POWER6230 CABINET, (TYP. OF 1)EXISTING T-MOBILE 19" RACK(TYP OF 1)EXISTING T-MOBILE RBS 6601UNIT MOUNTED INSIDEEXISTING CABINETEXISTING TEMPORARYGENERATOR TO BEREMOVEDEXISTING 11' DISHANTENNA MOUNTEDTO THE SHELTEREXISTING CABLE BRIDGE10'-0"T-MOBILE EQUIPMENTSHELTER20'-0"T-MOBILE EQUIPMENTSHELTER
EXISTING SPRINT PPC CABINETEXISTING CABLE BRIDGE TOREMAIN(3) EXISTING 230' HYBRIDTRUNK 6/24 ROUTEEXISTING T-MOBILE POWER6230 CABINET, (TYP. OF 1)EXISTING T-MOBILE 19" RACK(TYP OF 1)EXISTING T-MOBILE RBS 6601UNIT MOUNTED INSIDEEXISTING CABINET10'-0"T-MOBILE EQUIPMENTSHELTEREXISTING TEMPORARYGENERATOR TO BEREMOVEDEXISTING UTILITY H-FRAMEW/ UTILITY EQUIPMENTEXISTINGTELCOBACKBOARDEXISTING UTILITY H-FRAMEW/ UTILITY EQUIPMENT TOBE EXTENDED FOR (N) ATS1'-0"5'-0"CONCRETEPAD10'-0"CONCRETE PADPROPOSED 48 KWDIESEL GENERATORMOUNTED TOPROPOSED 5'-0"x10'-0"CONC. PAD1-2S-21'-6"4'-0" (TYP)PROPOSED BOLLARD(TYP)3S-2
HYBRIDHYBRIDHYBRIDHYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRID
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMEXISTING ANDPROPOSED ELEVATIONSA-2EXISTING T-MOBILE ANTENNA CENTERLINE 175.0' AGLNOT USED8'0"8'22"x34" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"4'2PROPOSED SOUTHWEST ELEVATIONNOT USED1EXISTING SOUTHWEST ELEVATION8'0"8'22"x34" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"4'TOP OF EXISTING TOWER177.0' AGLEXISTING OTHER CARRIEREQUIPMENT SHELTEREXISTING GRADE0.0' AGLEXISTING
MW
RAD
CENTER11.0' AGLEXISTING CHAIN LINKFENCED COMPOUNDEXISTING SBA 177.0' GUYEDTOWEREXISTING CABLE BRIDGETO REMAINEXISTING EQUIPMENTSHELTER TO REMAINEXISTING 11' DISH TOREMAINEXISTING OTHER CARRIERICE BRIDGEEXISTING OTHER CARRIERDISH ANTENNA, TYP.EXISTING T-MOBILE ANTENNA CENTERLINE 175.0' AGLTOP OF EXISTING TOWER177.0' AGLEXISTING OTHER CARRIEREQUIPMENT SHELTEREXISTING GRADE0.0' AGLEXISTING MW RAD CENTER11.0' AGLEXISTING CHAIN LINKFENCED COMPOUNDEXISTING SBA 177.0' GUYEDTOWEREXISTING CABLE BRIDGETO REMAINEXISTING EQUIPMENTSHELTER TO REMAINEXISTING 11' DISH TOREMAINEXISTING OTHER CARRIERICE BRIDGEEXISTING OTHER CARRIERDISH ANTENNA, TYP.PROPOSED 48 KWDIESEL GENERATORMOUNTED TOPROPOSED 5'-0"x10'-0"CONC. PADEXISTING TEMPORARYGENERATOR TO BEREMOVEDPROPOSED BOLLARD(TYP)
HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID
HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID HYBRID
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMEXISTING ANDPROPOSED ELEVATIONSA-2.1NOT USED1EXISTING NORTHWEST ELEVATIONNOT USED8'0"8'22"x34" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"4'2PROPOSED NORTHWEST ELEVATIONTOP OF EXISTING TOWER177.0' AGLNOT USED1EXISTING NORTHWEST ELEVATION8'0"8'22"x34" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"4'EXISTING GRADE0.0' AGLEXISTING MW RAD CENTER11.0' AGLEXISTING CHAIN LINKFENCED COMPOUNDEXISTING SBA 177.0' GUYEDTOWEREXISTING EQUIPMENTSHELTER TO REMAINEXISTING 11' DISH TOREMAINEXISTING T-MOBILE ANTENNA CENTERLINE 175.0' AGLTOP OF EXISTING TOWER177.0' AGLEXISTING GRADE0.0' AGLEXIST
ING
MW
RAD
CENTER11.0' AGLEXISTING CHAIN LINKFENCED COMPOUNDEXISTING SBA 177.0' GUYEDTOWEREXISTING EQUIPMENTSHELTER TO REMAINEXISTING 11' DISH TOREMAINEXISTING TEMPORARYGENERATOR TO BEREMOVEDPROPOSED 48 KW DIESELGENERATOR MOUNTED TOPROPOSED 5'-0"x10'-0"CONC. PADEXISTING T-MOBILE ANTENNA CENTERLINE 175.0' AGLPROPOSED BOLLARD(TYP)
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TM1GENERATORDETAILSA-3.0GENERATOR INFORMATION22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TM1GENERATORDETAILSA-3.1GENERATOR ATS INFORMATION22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMRADIO TELECOMMUNICATIONS FACILITYFCC ASR#LOCATION CODE:SITE NAMENOTRESPASSINGNO TRESPASSING SIGNNOT TO SCALEINFORMATIONSIGNAGE NOTES:WHITE ALUMINUM SIGN PERJURISDICTIONAL &T-MOBILE REQUIREMENTS3" HIGH BLACK LETTERINGWITH 1/2" MIN. STROKE1.SIGNS & PLACEMENTA.LOW LEVEL (BLUE) WARNING SIGNS - PLACE AT SITEENTRY/ACCESS POINTS ONLY:ROOF TOPS: PLACE SIGNS ON THE INSIDE OF ROOFHATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USEDBY GENERAL PUBLIC OR BUILDING TENANTS REGULARLYFOR ACCESS - IN THESE CASES CONSULTCONSTRUCTION MANAGER OR QC SUPERVISOR.WATER TANKS: PLACE SIGNS ON COMPOUND GATE. T-MOBILE -OWNED SITES: PLACE ONE SIGN ON SITE GATE.B.HIGH LEVEL (RED) CAUTION SIGNS - PLACE AT ALLANTENNA SECTORS WHERE ACCESS BY THE GENERALPUBLIC TO THE ANTENNAS IS POSSIBLE:ALL SIGNS WILL BE SECURED WITH EITHER STAINLESSSTEEL ZIP TIES OR STAINLESS TECH SCREWS.2.CC PARTICIPATION IN SIGN LOCATIONCM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FORSIGN PLACEMENT; EMPHASIS WILL BE ON 'GRAY AREA'SITES, WHERE SIGN PLACEMENT IS PARTICULARLYCHALLENGING - WE WILL GIVE CC'S AS MUCH GUIDANCEON SPECIFIC SITUATIONS AS WE CAN FORESEE, BUT CC'SWILL BE ENCOURAGED TO PARTNER CM OR QC INDECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITEVISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS.CC WILL CALL OUT SIGN LOCATION(S) AT THE A&E WALKFOR EACH SITE AS THOSE OCCUR.ON SITES WITH EXISTING A&E BUT NOT YETCONSTRUCTED, CC WILL BE ASKED TO PROVIDE (WITHINA REASONABLE TIME FRAME TBD) A DETAIL FOR SIGNPLACEMENT THAT WILL BE SLIP-SHEETED INTO EXISTINGSETS.3.SIGN DISBURSEMENT FROM WAREHOUSESIGNS WILL BE IN STACK AT KENT WAREHOUSE TO BEDISBURSED AS PART OF THE GC BOM AS CALLED OUT INA&E DRAWINGS FOR EACH SITE4.SIGN DESIGN STANDARDSINSTALL PER MANUFACTURER SPECIFICATIONS, FCC ANDT-MOBILE GUIDELINES.FOR T-MOBILE LOGO SEE T-MOBILE DESIGNSPECIFICATIONS (PROVIDED BY T-MOBILE).ALL TEXT FONT IS ARIAL UNO.CONTRACTOR TO PROCURE FCC NO. FROM COMPLIANCECOORDINATOR.TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITENAME AND NUMBER AS PER T-MOBILE CONSTRUCTIONMANAGER RECOMMENDATIONS.CABINET / SHELTER MOUNTING APPLICATION REQUIRESANOTHER PLATE APPLIED TO THE FACE OF THE CABINETWITH WATER PROOF POLYURETHANE ADHESIVE.26"10"T-MOBILE SIGNAGE DETAILNOT TO SCALET-MOBILE OPERATES TELECOMMUNICATIONS ANTENNAS ATTHIS LOCATION. REMAIN AT LEAST 3 FEET AWAY FROM ANYANTENNA AND OBEY ALL POSTED SIGNS.CONTACT THE OWNER(S) OF THE ANTENNA(S) BEFOREWORKING CLOSER THEN 3 FEET FROM THE ANTENNA(S)CONTACT T-MOBILE AT (VERIFY PHONE#) PRIOR TOPERFORMING ANY MAINTENANCE OR REPAIRS NEAR T-MOBILEANTENNAS.THIS IS SITE#CONTACT THE MANAGEMENT OFFICE IF THISDOOR/HATCH/GATE IS FOUND UNLOCKED.INFORMATION SIGNNOT TO SCALELIQUIDSFLAMMABLEFLAMMABLE LIQUIDS SIGNNOT TO SCALE123WNFPA 704 PLACARDNOT TO SCALEREQUIRED REDBACKGROUNDREQUIRED YELLOWBACKGROUNDREQUIRED BLUEBACKGROUNDREQUIRED WHITEBACKGROUNDSTAINLESS STEEL#8 HEX HEADDRILLER (TYP OF 4)3" HIGH BLACKLETTERING WITH1/2" MIN. STROKEIN THIS AREANO SMOKINGWHITE ALUMINUM SIGN PERJURISDICTIONAL &T-MOBILE REQUIREMENTS3" HIGH BLACK LETTERINGWITH 1/2" MIN. STROKENO SMOKING SIGNNOT TO SCALECAUTIONON THIS TOWER:RADIO FREQUENCY FIELDS NEAR SOMEANTENNAS MAY EXCEED FCC RULES FORHUMAN EXPOSUREPERSONNEL CLIMBING THIS TOWERSHOULD BE TRAINED FOR WORKING INRADIO FREQUENCY ENVIRONMENTS ANDUSE A PERSONAL RF MONITOR IFWORKING NEAR ACTIVE ANTENNASREF: FCC 47cfr 1.1307(b)RF CAUTION SIGNNOT TO SCALENOTICERADIO FREQUENCY FIELDS BEYOND THISPOINT MAY EXCEED THE FCC GENERALPUBLIC EXPOSURE LIMITOBEY ALL POSTED SIGNS AND SITEGUIDELINES FOR WORKING IN RADIOFREQUENCY ENVIRONMENTSREF: FCC 47cfr 1.1307(b)RF NOTICE SIGNNOT TO SCALEBEYOND THIS POINT:RADIO FREQUENCY FIELDS AT THIS SITEEXCEED THE FCC RULES FOR HUMANEXPOSUREFAILURE TO OBEY ALL POSTED SIGNSAND SITE GUIDELINES FOR WORKING INRADIO FREQUENCY ENVIRONMENTSCOULD RESULT IN SERIOUS INJURYREF: FCC 47cfr 1.1307(b)RF WARNING SIGNNOT TO SCALEWARNING1'-0"1'-4"2"1'-0"2"10"
1"2 1/2"1 1/8"1 1/8"1"2"2 1/4"1"1/4"5/8"5/8"7/16"1/4"1" WIDE STRIPEFABRIC FENCE APPLICATION:3/16"Ø SS THRU BOLT W/ 3"SS WASHER AT FAR SIDE,TYP OF 4 LOCATIONS1/2" TYP.SIGNAGEINFORMATIONA-4
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMS-11. GENERAL1.1. ALL CONSTRUCTION SHALL CONFORM TO THE 2014 OREGONSTRUCTURAL SPECIALTY CODE. REFERENCE TO OTHER STANDARDSOR CODES SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED &PUBLISHED.1.2. DRAWINGS SHOW TYPICAL & CERTAIN SPECIFIC CONDITIONS ONLY.FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILARTO THOSE SHOWN.1.3. EXISTING STRUCTURES & UNDERGROUND UTILITIES/STRUCTURESARE ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTINGCONDITIONS, DIMENSIONS & ELEVATIONS BEFORE STARTING WORK.NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCEAND/OR DISCREPANCIES THAT MIGHT EXIST.1.4. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING,SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR.1.5. COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITHARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & CIVIL.NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION.1.6. COORDINATE & VERIFY FLOOR, ROOF AND WALL OPENING SIZES &LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING &ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ONTHE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL & MECHANICALDRAWINGS.1.7. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.1.8. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THESTRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OFTHE RESPONSIBILITY TO REVIEW & CHECK SHOP DRAWINGS BEFORESUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTORREMAINS SOLELY RESPONSIBLE FOR ERRORS & OMISSIONSASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEYPERTAIN TO MEMBER SIZES, DETAILS, & DIMENSIONS SPECIFIED INTHE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLEFOR MEANS, METHODS, TECHNIQUES, SEQUENCES, ANDPROCEDURES OF CONSTRUCTION.1.9. STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED ASSHOP DRAWINGS. CONTRACTOR & HIS SUBCONTRACTORS SHALLPREPARE ORIGINAL SHOP DRAWINGS.1.10. CONTRACTOR SHALL REVIEW & STAMP ALL SHOP DRAWINGS BEFORESUBMITTAL FOR REVIEW. PROPOSED FABRICATION CHANGES FROMDESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS. ANYDISCREPANCIES BETWEEN ARCHITECTURAL & STRUCTURALDRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS.1.12. RISK CATEGORY = II1.13. DESIGN GRAVITY LOADS:DEAD LOADS:EQUIPMENTLIVE LOADSSNOW LOAD:GROUND SNOW LOAD, Pg1.14. WIND LOADS:ULTIMATE WIND SPEED (3 SEC. GUST), VultNOMINAL DESIGN WIND SPEED, VasdEXPOSURE CATEGORY1.15. SEISMIC LOADS:SEISMIC IMPORTANCE FACTOR, Ie(1-SECOND PERIOD) S1SITE CLASS(1-SECOND PERIOD) SD1SEISMIC DESIGN CATEGORYNON-STRUCTURAL SEISMIC-FORCE-RESISTINGSYSTEM:SEISMIC DESIGN FORCE, FPSEISMIC AMPLIFICATION COEFFICIENT, apSEISMIC RESPONSE COEFFICIENT, RPPROPANE TANKPROPANE TANKSEISMIC OVERSTRENGTH COEFFICIENT, O1.16. SOIL LOADS:SOIL BEARINGBASE FRICTION2. FOUNDATIONS & SLAB ON GRADE2.1. THE DESIGN OF FOUNDATIONS, RETAINING WALLS & SLAB-ON-GRADEIS BASED ON THE CRITERIA ASSUMED BY THE STRUCTURALENGINEER. ALL DESIGN ASSUMPTIONS SHALL BE VERIFIED BY AGEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF OREGON &DESIGNATED BY THE OWNER PRIOR TO START OF THE WORK.2.2. TOP OF FOOTING ELEVATIONS SHOWN ON STRUCTURAL DRAWINGSARE FOR ESTIMATING ONLY. FINAL BEARING ELEVATIONS FORFOOTINGS SHALL BE DETERMINED IN THE FIELD BY THEGEOTECHNICAL ENGINEER TO SATISFY ASSUMED DESIGN BEARINGVALUES.2.3. DRILL SMALL TEST HOLE IN SUBGRADE UNDER FOOTING BEARINGSTO CONFIRM BEARING CONDITIONS WHERE REQUIRED BY THEGEOTECHNICAL ENGINEER.2.4. GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/ORADEQUACY OF ALL SUBGRADES, FILLS & BACKFILLS BEFOREPLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS,BACKFILLS, ETC.2.5. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONSPERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THEEARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OFEXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER & CLEANUP SLOUGH BEFORE & DURING CONCRETE PLACEMENT.2.6. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NOSTEEPER THAN ONE VERTICAL TO TWO HORIZONTAL.2.7. COMPACT ALL FILL USED UNDER SLAB TO 95% OF STANDARDPROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT.2.8. ESTABLISH BENCH MARKS ON SURROUNDING STRUCTURES &PAVEMENTS PRIOR TO EXCAVATION, MONITOR VERTICAL &HORIZONTAL REGULARLY DURING EXCAVATION & CONSTRUCTION &SUBMIT WRITTEN REPORTS TO ARCHITECT & STRUCTURAL ENGINEERFOR REVIEW.2.9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY INCONNECTION WITH EARTH SLOPES CAUSED BY TRENCHING,EXCAVATION AND/OR FILL DURING CONSTRUCTION.2.10. BOTTOM OF ALL FOUNDATIONS SHALL EXTEND A MINIMUM OF 12INCHES BELOW THE TOP OF FINISH GRADE.3. REINFORCED CONCRETE3.1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301, SPECIFICATIONSFOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ONACI 318-11, BUILDING CODE REQUIREMENTS FOR REINFORCEDCONCRETE3.2. UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMALWEIGHT & SHALL HAVE MINIMUM 28 DAY STRENGTHS AS FOLLOWS:ALL3000 PSI3.3. THE PROPOSED MATERIALS & MIX DESIGN SHALL BE FULLYDOCUMENTED & REVIEWED BY THE OWNER'S TESTING LABORATORY.RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTHIS THE CONTRACTOR'S.3.4. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS INCONCRETE IS NOT PERMITTED.SEE PLANN/A25 PSF135 MPH81 MPHC1.00MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:(SHORT SECOND) Ss1.3300.681DDESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENTS:(SHORT SECOND) SDS0.8870.681DEQUIPMENT1.13 k11.52.511500 PSF0.253.5. HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHEREINDICATED. THE LOCATIONS OF VERTICAL CONSTRUCTION JOINTSSHALL BE APPROVED BY THE STRUCTURAL ENGINEER.CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BYMECHANICAL MEANS & CLEANED.3.6. UNLESS NOTED OTHERWISE, CHAMFER OR ROUND ALL EXPOSEDCORNERS MINIMUM 3/4". SEE ARCHITECTURAL DRAWINGS FORCHAMFER OR REVEAL REQUIREMENTS FOR ARCHITECTURALCONCRETE.3.7. DETAIL CONCRETE REINFORCEMENT & ACCESSORIES INACCORDANCE WITH THE LATEST EDITION OF ACI 315 & ACI DETAILINGMANUAL (LATEST EDITION). SUBMIT SHOP DRAWINGS FOR REVIEWSHOWING ALL FABRICATION DIMENSIONS & LOCATIONS FOR PLACINGREINFORCING STEEL & ACCESSORIES. DO NOT BEGIN FABRICATIONUNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED.3.8. DETAIL ALL CONCRETE WALLS & BEAMS ON THE SHOP DRAWINGS INELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE.3.9. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60UNLESS NOTED OTHERWISE.3.10. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185.3.11. TIE ALL REINFORCING STEEL & EMBEDMENTS SECURELY IN PLACEPRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TOMAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIEDTOLERANCES DURING ALL CONSTRUCTION ACTIVITIES.3.12. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE;SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICES WHEREPOSSIBLE; USE FULL TENSION SPLICE UNLESS NOTED OTHERWISE.3.13. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETECOVER UNLESS NOTED OTHERWISE:CONCRETE AGAINST EARTH (NOT FORMED)FORMED CONCRETE EXPOSED TO EARTH OR WEATHER#6 THROUGH #18 BARS#5 BARS & SMALLERCONCRETE NOT EXPOSED TO EARTH OR WEATHERSLABS & WALLSBEAMS (STIRRUPS) & COLUMNS (TIES)3.14. DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESSAPPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER.3"2"1-1/2"1"1-1/2"MATERIAL/ACTIVITY1705 POST-INSTALLED ANCHORS1. PREPARE A REPORT INCLUDING THE FOLLOWING DETAILS:A. ANCHOR DESCRIPTION, INCLUDING THE ANCHOR PRODUCT NAME, BOLTDIAMETER, AND ANCHOR LENGTHB. HOLE DESCRIPTION INCLUDING VERIFICATION OF DRILL BIT COMPLIANCEWITH ANSI B212.15-1994. RECORD INSTALLATION DESCRIPTION, INCLUDINGVERIFICATION OF MASONRY/CONCRETE COMPRESSIVE STRENGTH, ANDANCHOR INSTALLATION AND LOCATION (SPACING AND EDGE DISTANCE) INACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATIONINSTRUCTIONSFIELD INSPECTIONYCONTINUOUSALL BAR DEVELOPMENT LENGTHS, UNLESS OTHERWISE SHOWN,SHALL SATISFY THE FOLLOWING SCHEDULE:CONCRETE REINFORCEMENT DEVELOPMENT LENGTH (in) GRADE60BARSIZETOPBAR *#322OTHER 17#42922#53628#64333#76348#87255#98162#109170#1110178* TOP BAR SHALL BE DEFINED AS ANY HORIZONTAL BARSPLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE ISCAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLECONCRETE PLACEMENT. HORIZONTAL WALL BARS ARECONSIDERED TOP BARS.3.15. STEEL REINFORCEMENT TO BE WELDED SHALL CONFORM TO THEREQUIREMENTS OF ASTM A706 & THAT WELDING SHALL BE INACCORDANCE WITH AWS D1.4, STRUCTURAL WELDING CODE -REINFORCING STEEL BY AMERICAN WELDING SOCIETY FORCOMPLIANCE WITH ACI 318-11 SECTION 3.5.2.3.16. SEE CIVIL & ARCHITECTURAL DRAWINGS FOR EXTERIOR SLAB WORK &JOINTING.3.17. INCLUDE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE THAT WILLBE EXPOSED TO WEATHER EXCEPT IN FOOTINGS.3.18. INCLUDE WATER REDUCING ADMIXTURE IN ALL CONCRETE MIXES.3.19. CONCRETE THAT WILL BE EXPOSED TO WEATHER SHALL HAVEWATER CONTENT LIMITED TO A MAXIMUM OF SIX (6) GALLONS PERSACK OF CEMENT.3.20. THE PROPOSED MATERIALS & MIX DESIGN SHALL BE FULLYDOCUMENTED & REVIEWED BY THE OWNER'S TESTING LABORATORY.RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTHIS THE CONTRACTOR'S. RESULTS OF COMPRESSIVE STRENGTH TESTSSHALL BE AVAILABLE ON SITE FOR INSPECTOR'S REVIEW.3.21. BARS, OTHER THAN GRADE 40, SHALL BE MILL MARKED SO THAT TYPE,GRADE & YIELD STRENGTH ARE VISIBLY IDENTIFIABLE.3.22. PROVIDE CORNER BARS AS PER TYPICAL DETAIL AT CORNERS &INTERSECTIONS OF ALL GRADE BEAMS & WALLS.3.23. PROVIDE #3 @ 12" DOWELS FROM ALL ADJACENT CONCRETE GRADEBEAMS & WALLS TO INTERIOR SLABS-ON-GROUND, U.N.O.3.24. ALL REINFORCING LAP SPLICES, UNLESS OTHERWISE SHOWN, SHALLSATISFY THE FOLLOWING SCHEDULE:CONCRETE REINFORCEMENT LAP SPLICE LENGTH (in) GRADE 60BARSIZETOP#3BAR *28OTHER 22#43829#54736#65643#78163#89372#910581#1011891#111311017. POST-INSTALLED REBAR & ANCHORS7.1. SPECIFIC PRODUCT, DIAMETER, AND EMBEDMENT SHALL BE SHOWNIN THE DETAILS. INSTALL PRODUCTS IN ACCORDANCE WITHMANUFACTURER' PRINTED INSTALLATION INSTRUCTIONS (MPII).CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVEFOR PRODUCT INSTALLATION TRAINING AND SHALL SUBMIT LETTERTO THE ENGINEER-OF-RECORD (EOR) INDICATING TRAINING HASTAKEN PLACE. REFER TO THE PROJECT BUILDING CODE AND/OREVALUATION REPORT FOR SPECIAL INSPECTIONS AND PROOF LOADREQUIREMENTS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHERTHAN THOSE LISTSED BELOW MAY BE SUBMITTED BY THECONTRACTOR TO THE EOR FOR REVIEW. SUBSTITUTIONS WILL ONLYBE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORTRECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATIONUNDER THE PROJECT BUILDING CODE. SUBSTITUTION REQUESTSHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THESUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENTPERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT.7.2. FOR ANCHORING INTO CONCRETE:7.2.a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED INACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKEDCONCRETE AND SEISMIC APPLICATIONS.7.2.b. ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEENTESTED IN ACCORDANCE WITH ACI355.4 AND ICC-ES AC308 FORCRACKED CONCRETE AND SEISMIC APPLICATIONS. DESIGNADHESIVE BOND STRENGTH HAS BEEN BASED ON ACI 355.4TEMPERATURE CATEGORY B WITH INSTALLATIONS INTO DRYHOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKEDCONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS. ADHESIVEANCHORS REQUIRING CERTIFIED INSTALLATIONS SHALL BEINSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PERACI 318-11 D.9.2.2. INSTALLATIONS REQUIRING CERTIFIEDINSTALLERS SHALL BE INSPECTED PER ACI 318-11 D.9.2.4.7.2.c. POWER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED INACCORDANCE WITH ICC-ES AC70.9. SPECIAL INSPECTIONS9.1. STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THEREQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.9.1.a. THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE OWNER.9.1.b. THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCEWITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMITPROGRESS REPORTS AND INSPECTION REPORTS TO THEBUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OFRECORD.9.2. SATISFY MINIMUM INSPECTION AND QUALITY CONTROLREQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.9.3. SEE THIS SHEET FOR SCHEDULE OF SPECIAL INSPECTIONS.PROJECT SCHEDULE OF SPECIAL INSPECTIONSSERVICEY/NEXTENTAPPLICABLE TO THIS PROJECTAGENTDATE COMPLETEDFIELD INSPECTIONYCONTINUOUSSTRUCTURALNOTES
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMS-23PROPOSED BOLLARD DETAIL422"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE1GENERATOR PAD SECTION22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE2GENERATOR PAD PLANCONTRACTOR NOTES:1. SEE ARCHITECTURAL PLANS FORGENERATOR & PAD PLACEMENTON SITE.2. CENTER EQUIPMENT ON NEW PAD.5-0"1A-4.5NOT USED10'-0"GENERATORFOUNDATION DETAILS(4)1/2"Ø SIMPSONSTRONG-TIE STRONGBOLT 2 EXPANSIONANCHORS WITH 2-3/4" MIN.EMBEDMENT.NEW CONCRETE SLAB.SEE PLAN.GRADE2'-9" MIN.3" CLR. TYP.1'-0"(5)#5 EVENLYSPACED,(3)#5 EVENLYSPACED,(2)#5 CONT.±8'-3"8"1'-0"6"MAX.PROPOSED GENERATOR,CONCRETE PAD, SEE SECTION.INSIDE EDGE OFTURN DOWN SLAB12" X 30" WINDOW FOR CONDUITSTUB-UPS (VERIFY WINDOW SIZEAND PLACEMENT WITH GENERATORMANUFACTURER PRIOR TOCONSTRUCTION/INSTALLATION)PROPOSED BOLLARD;POST FILLED WITH CONCRETE2" WIDE, WHITE REFLECTIVETAPE4" Ø STEEL PIPE - PAINT PERT-MOBILE REQUIREMENTSGRADEPOST SET IN CONCRETE12"6"18"27"6"22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE
PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMOHUOHUSYMBOLFMTRDESCRIPTIONSURFACE MOUNTED PANEL BOARDFUSIBLE DISCONNECT SWITCHKILOWATT HOUR METERTURNING UP IN PLAN VIEWTURNING DOWN IN PLAN VIEWDENOTES CABLE OR CONDUITDENOTES CABLE OR CONDUITTRANSFORMERCIRCUIT BREAKERPBJB2GROUND ROD JUNCTION BOXOVERHEAD UTILITIESEXOTHERMIC WELD CONNECTIONDENOTES REFERENCE NOTEUNDERGROUND TELCOUNDERGROUND POWERPIN AND SLEEVE RECEPTACLEGROUND CONDUCTORGROUND BARGROUND ROD WITH INSPECTION SLEEVESMECHANICAL CONNECTION (eg LUG, C-TAP)NON-FUSIBLE DISCONNECT SWITCHPULL BOX TO NEC/TELCO STANDARDSAFGCBFGAICC/WCUGECD.T.T.CRGBCOMPLETE WITHEMPTY CONDUITGROUNDDRY TYPE TRANSFORMERAMPERE INTERRUPTING CAPACITYABOVE FINISHED GRADECOPPERCONDUITCELL REFERENCE GROUND BARBELOW FINISHED GRADEGRCGECO/HNECMTSSESDTEGBTGBSNRNCSERVICE ENTRANCETOWER EXIT GROUND BARSOLID NEUTRALTELCO GROUND BARGALVANIZED RIGID CONDUITMANUAL TRANSFER SWITCHNATIONAL ELECTRICAL CODESERVICE DISCONNECT SWITCHOVERHEADGROUNDING ELECTRODEGETYPTVSSPPCU/GWPPOWER PROTECTION SHELTERTYPICALWEATHERPROOF - NEMA 3RUNDERGROUNDTRANSFORMERTRRIGID NON-METALLIC CONDUIT (SCHEDULE 80 PVC)TRANSIENT VOLTAGE SURGE SUPPRESSORGROUNDING ELECTRODE CONDUCTORABBREVIATIONSMOTOZ W/ HORSEPOWER RATINGHPGENERALELECTRICAL NOTESE-1GENERAL1.EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITHTHE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH ASEQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN ANDSYSTEMS OF OTHER TRADES.2.SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BEPERFORMED UNDER THIS CONTRACT.3.PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT ANDCOMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES.4.OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION.5.PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT INACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THESATISFACTION OF THE OWNER.6.CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A.7.PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANYAS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THEUTILITIES INVOLVED.8.FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASSWORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK ANDSHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT.9.DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THEELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT ANDCABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINEPRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THECONSULTANT.10.COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOBACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THATPERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THECONTRACTOR.11.GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROMTHE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERALCONTRACTOR.12.COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONECOMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT.BASIC MATERIALS AND METHODS1.ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCALJURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS.2.ALL MATERIALS AND EQUIPMENT SHALL BE PROPOSED. MATERIALS AND EQUIPMENT SHALL BE THESTANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY AREPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTSAND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER.3.ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPERCLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACHLOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELDCONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE.4.THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS ANDACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THEWORK TO THE CONDITIONS.5.MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC.6.SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE BUILDING WHEREPENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTOBUILDING/SHELTER.7.SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING.CONDUCTORS AND CONNECTORS1.UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITHTHERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATIONCONFORMING TO NEMA WC7. (TYPES THHN OR THWN-2). INSULATION SHALL BE RATED FOR 90°CCONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC.2.ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPTWHERE NOTED.3.FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSIONTYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGERTHAN #6 AWG USE SOLDERLESS, IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLECOMPRESSION C-CLAMP CONNECTORS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS.4.UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO-HOLE, LONG BARREL,COMPRESSION TYPE.5.CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES.SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEERMUST BE OBTAINED.GENERAL ELECTRICAL NOTESLEGENDRACEWAYS AND BOXES1.ALL CONDUIT SHALL BE UL LABELED.2.ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD.3.SHEET METAL BOXES SHALL CONFORM TO NEMA OS1; CAST-METAL BOXES SHALL CONFORM TONEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE.GROUNDING1.ALL LIGHTNING PROTECTION AND SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALLBE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS AND T-MOBILESTANDARDS.2.GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND CONNECTORS".3.ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI-OXIDANTAGENT, SUCH AS NO-OX, NOALOX, PENETROX OR KOPRSHIELD.4.GROUND ALL EXPOSED METALLIC OBJECTS ON EQUIPMENT ROOM EXTERIOR.5.PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS.USE STAINLESS STEEL HARDWARE THROUGHOUT.6.DO NOT INSTALL GROUND RING OUTSIDE OF LEASE AREA.7.REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS,REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE.8.ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUNDCONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANYBEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90°.GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUNDRING.9.BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH APENN-UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BUSERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED.10.ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED.11.ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMICWELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUNDRODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVEBEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUBLECTROSOL #15-501.12.CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RINGIS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT ISBACKFILLED WITH SOIL.13.FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING CLAMP OREXOTHERMIC WELD CONNECTION TO POST. GROUND ALL FENCE POSTS WITHIN 6' OFEQUIPMENT.14.WHERE MECHANICAL CONNECTORS (TWO-HOLE OR CLAMP) ARE USED, APPLY A LIBERALPROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS NO-OX, NOALOX, PENETROX ORKOPRSHIELD ON ALL CONNECTORS.OVERCURRENT & SHORT-CIRCUIT/GND FAULT PROTECTION (IF APPLICABLE)1.CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE POWER ORIGINATES FROM A 3ØSERVICE TO MONITOR & ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY. RECORDS SHALLBE PROVIDED TO THE SITE/FACILITY OWNER. CONTRACTOR SHALL CONSULT MANUFACTURER'SPLANS, SHOP DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION &INSTALLATION. ELECTRIC SERVICE SHALL BE IN COMPLIANCE WITH ALL RULES & REGULATIONSOF THE UTILITY CO. ELECT. CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHERSHORT-CIRCUIT FAULT CURRENT RATINGS (kA.I.C.) AS REQUIRED TO MATCH & EXCEED UTILITYCO. AVAILABLE SYMMETRICAL & ASYMMETRICAL FAULT CURRENT LEVELS. FUSES IN SERVICESWITCHES SHALL BE CLASS "RK1", CURRENT LIMITING TYPE, 200 kA.I.C., NON-TIME DELAY,DISCONNECT SWITCHES TO HAVE REJECTION CLIPS, UNLESS INDICATED OTHERWISE.ELECTRICAL EQUIPMENTS & PROTECTIONS SHALL BE STANDARD kAIC RATED HIGHER THANINCOMING EQUIPMENT AND/OR UTILITY CO. kAIC RATE AND CONSIDERING ELECTRIC MOTORSFAULT CONTRIBUTION. CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL THISMANDATORY REQUIREMENT IS MET. IF PROPOSED LOAD IS ADDED CONTRACTOR SHALL VERIFY& CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP EQUAL TO(125% MAX. DEMAND+ PROPOSED LOAD)< 80% SERVICE ENTRANCE CONDUCTORS/MAIN OVERCURRENT PROTECTION CAPACITY, WHICHEVER RATING IS LOWER. LIGHTING SHALL MEET NEC,IESNA AND/OR FAA STANDARDS IF APPLICABLE. PHOTOMETRIC LEVELS SHALL COMPLY WITHLOCAL, STATE & FEDERAL RULES. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED INACCESSIBLE AREAS ONLY. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARDREQUIREMENTS OF POWER AND TELE- PHONE UTILITY COMPANIES.
HYBRIDHYBRIDHYBRIDHYBRIDHYBRIDHYBRIDPRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMELECTRICAL/GROUNDING SITE PLANE-21ELECTRICAL/GROUNDING SITE PLAN22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALEMATCH EXISTINGSURFACEEXCAVATION/MAGNETICWARNING TAPE2'-0"TRENCHUNEXCAVATED AREA4"COMPACTED FILLPER UTILITY CO REQ3" MIN ELECTRICAL CONDUITSAND FILLJURISDICTION MAY REQUIRE DIRECTIONAL BORING OFTRENCH FOR CONDUITS - CONSULT WITH JURISDICTION.4'-0"3'-0"NOTE2ELECTRICAL TRENCH22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALEPROPOSED 48 KWDIESEL GENERATORMOUNTED TO CONC. PADPROPOSED T-MOBILE POWERUTILITY ORIGINATING FROMPROPOSED GENERATOR ANDCONTINUING TO NEWAUTOMATIC TRANSFER SWITCHPROPOSED T-MOBILE ATSGENERAC RXSC200A3SERIES (NEMA 3R)ATTACHED TO EXTENDEDH-FRAME2 #12 CU, #12 CU E.G.C., 34" GRCFOR BATTERY CHARGER &2 #12 CU, #12 CU E.G.C., 34" GRCFOR BLOCK HEATERNORTHEXISTING T-MOBILE GROUNDRING BELOW GRADE(CONTRACTOR TO VERIFY)11ONE-LINE DIAGRAMNEW 48 KW, 240/120V, 1ØSTANDBY GENERATOR#2 CU TO EXISTINGGROUND RING2 #12 CU, #12 CU E.G.C., 34" GRCFOR BATTERY CHARGER &2 #12 CU, #12 CU E.G.C., 34" GRCFOR BLOCK HEATERREUSE EXISTING SPAREBREAKERS OR PROVIDE NEWAS REQUIREDM200/2EXISTING METEREXISTINGGROUND20/120/1G200/2200/2EXISTING 200ALOAD CENTERUTILITYGENERATORLOADREFER TO GENERAC DRAWING#10000009574 FOR WIRINGDETAILSNEW (3) #40 CU, #4 CU E.G.G, 2" CPROPOSED GENERACRXSC200A3 SERIES W/NEMA/UL 3R ENCLOSURENEW (3) #40 CU, #4 CUE.G.G, 2" C1. CONTRACTOR SHALL CALL FOR LOCATES PRIOR TO TRENCHING.2. THE LOCATION OF UTILITY CONDUIT ROUTING SHOWN AREAPPROXIMATE.3. COORDINATE EXACT CONDUIT ROUTING AND STUB UP LOCATIONSWITH UTILITIES AND CONSTRUCTION MANAGER PRIOR TO ROUGH-IN.NOTEPROPOSED GENERATOR FRAME TO TIE INTO EXISTING GROUND SYSTEM (#2SOLID TINNED WIRE) TYPICAL.1GROUNDING PLAN - KEYED NOTESSYMBOLDESCRIPTIONCONNECTIONGROUND RODGROUND TEST WELL2'0"2'22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0"1'1A-3.21A-3PROPOSED CONDUIT FROMATS TO AC PANEL
521INSTALLATION OF GROUNDINGCONDUCTOR TO GROUNDING BARCADWELD GROUND CONNECTION DETAILS22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE#2 SOLID BARE-TINNEDCOPPER WIRE CADWELD(TYPE-GL, TYP)EXISTING GROUNDINGBAR ON WALL, FLOOROR ON ANTENNA TOWERNOTES:1. APPLY NO-OX TO LUG AND BAR CONTACT SURFACE. DO NOT COAT INLINE LUG.2. IF STOLEN GROUND BARS ARE ENCOUNTERED, CONTACT T-MOBILE CM FORREPLACEMENT THREADED ROD KIT.EXISTING OR NEW COAXIAL GROUNDKITS W/ LONG BARREL COMPRESSIONDOUBLE LUGS, ATTACH TO GROUNDBAR AND INSTALL BY ANTENNACONTRACTOR (CADWELD TYPE-GL)PRELIMINARY DRAW
INGSNOT FOR CONSTRUCTIONCHICO SC70146A10486 DOE MILL ROADCHICO, CA 9592809/01/2109/03/21AB90% PCD REVIEWCLIENT COMMENTSDESCRIPTIONDATEREV.BYYKKHENGINEER OF RECORD:PLANS PREPARED FOR:THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF T-MOBILE ANDMAY NOT BE REPRODUCED, DISSEMINATEDOR REDISTRIBUTED WITHOUT THE EXPRESSWRITTEN CONSENT OF T-MOBILE.PLANS PREPARED BY:ENGINEERING SEAL:DRAWING NOTICE:REVISIONS:SITE NAME:SITE NUMBER:SHEET DESCRIPTION:SHEET NUMBER:SITE ADDRESS:SC70146A959 SOUTH COAST DRIVE, SUITE 200COSTA MESA, CA 92626TMGROUNDINGDETAILSE-3GROUND ISOLATOR(TYP AT EACHGROUND BAR)PROPOSED 4" X 24" X 1/4"THK COPPER GROUNDBAR INSTALLED BYGENERAL CONTRACTORTYPE GTTYPE VVTYPE GYTYPE VSTYPE TATYPE VNTYPE GLTYPE PTTYPE GRTYPE VBTYPE NCTYPE SS3GROUNDING ROD (TYP)22"x34" SCALE: NOT TO SCALE11"x17" SCALE: NOT TO SCALE4GROUND INSPECTION WELLFINISHED GRADEGROUND ROD CAD WELDGROUNDING ELECTRODECONDUCTORGROUND RODGROUND WELL 12"Ø X 24"LONG CONC PIPE WITHCOVER (SEE BELOW)TOP OF GRADE#2 BARE TINNEDCOPPER LOOPEDIN TEST WELLPERIMETERGROUND RING5/8" GROUND RODMETAL FRAME WITH SOLID LIDENGRAVED WITH "GROUND" ONLID OF COVER WITH 1"Ø LIFTHOLE AT CENTER OF COVERCOVER30" MIM(OR FROST DEPTH)8'-0"36"PROPOSED H-FRAME DETAIL2'-6"1'-6"7'-6" MAX.FIN. GRADEAUTOMATIC TRANSFER SWITCHUNISTRUT END CAP (TYP)P1000T GALV UNISTRUT U-BOLTEDTO PIPE - SPACING AS REQ'D BYEQUIPMENT CONFIGURATION3" Ø STD PIPE SET IN 2,500 PSICONCRETE (5-1/2 SACK MIX)12" Ø X 48" DEEPCONCRETE PIER W/1" CROWNNOTE:H-FRAME AND ANCHORAGE DESIGN ANDANALYSIS TO BE PROVIDED BY OTHERS