041525 CED Cell Tower Lease Agreement Plans — City Council - Successor Agency

10/4/2024
10/4/2024
10/4/2024

VICINITY MAP
LS-1
APN
280-021-03
SEE LS2
W E S T P I O N E E R A V E .

LEGAL DESCRIPTION
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APN

SITE ADDRESS

TITLE REPORT

FLOODZONE

BASIS OF BEARING

BENCHMARK

LEGENDS

MONUMENT

SCHEDULE B (EXCEPTIONS)

MONOPINE PROFILE
APN
280-021-03

LEGENDS
LS-2

COORDINATES
2 2
2 2
2 2
2 2
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12 FEET WIDE NON-EXCLUSIVE ACCESS ROUTE CENTERLINE DESCRIPTION:

PROPOSED AT&T LEASE AREA DESCRIPTION:
3 FEET WIDE UTILITY ROUTE CENTERLINE DESCRIPTION (STRIP #1):
3 FEET WIDE UTILITY ROUTE CENTERLINE DESCRIPTION (STRIP #2):
3 FEET WIDE UTILITY ROUTE CENTERLINE DESCRIPTION (STRIP #3):
3 FEET WIDE UTILITY ROUTE CENTERLINE DESCRIPTION (STRIP #4):
3 FEET WIDE UTILITY ROUTE CENTERLINE DESCRIPTION (STRIP #5):
3 FEET WIDE UTILITY ROUTE CENTERLINE DESCRIPTION (STRIP #6):
2 2
2 2
2 2
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SITE NAME:PIONEERSITE NUMBER:STRUCTURAL DESIGN DRAWINGS2470 PIONEER AVE #A FULLERTON, CA 92832(ORANGE COUNTY)N 33°53'15.00”, W 117°58'02.00”SITE ADDRESS:US-CA-1322 007-30-24MODIFICATION DRAWINGSJLWTLITITLE SHEETT-1072879.980281 July 30, 2024
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.netINDEX OF SHEETS

ATTENTION
MODIFICATION PROVISIONSPROJECT TEAMPROJECT CONTACT:ENGINEERING FIRM PROJECT MANAGER:NO.SHEET TITLEREV

MI CHECKLISTPRE-CONSTRUCTIONNAXXXXNAXNACONSTRUCTIONXNANANAXNANAXXXNANAXNAPOST-CONSTRUCTIONXNAXNAXXNA GENERALMODIFICATION INSPECTION NOTES:

SERVICE LEVEL COMMITMENT···REQUIRED PHOTOS···················NOTE:

PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
N-1MI CHECKLISTAND NOTES

GUIDELINES FOR PORT HOLE CUTTING:

ATTENTION

NOT ACCEPTABLENOT ACCEPTABLE

ACCEPTABLEACCEPTABLE
GENERAL NOTES:

N-2PROJECT NOTES I
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI

WELDING NOTES:

STRUCTURAL STEEL NOTES:

FIELD NDE MINIMUM REQUIREMENTS:BOLT LENGTHS OVER FOUR DIA. BUT NOT EXCEEDING EIGHT DIA.BOLT LENGTHS UP TO AND INCLUDING FOUR DIA.8.2.1 TURN-OF-THE-NUT TIGHTENINGBOLT TIGHTENING PROCEDURE:

N-3PROJECT NOTES II
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI

EXTERIOR OF POLE SHAFTINTERIOR OF POLE SHAFT
NEXGEN2 BOLT DETAILS
NEXGEN2 BOLT DETAILS
™™
™™™ ™™
™ ™™
™
NOTES:

INSPECTION NOTES AND PROCEDURES:MANUFACTURER CONTACT:
™ NG2
NG2 BOLTLENGTHSLEEVELENGTHMIN. GRIPRANGEMAX. GRIPRANGEPARTNUMBER PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
N-4NEXGEN2INSTALLATIONDETAILS

PART NO.MAX.INTERMEDIATEBOLT SPACING(IN.)TOTALBOLTQTY.TOTALSTEELWEIGHT(LB.)TERMINATIONBOLTSELEV (FT.)BOT.TOPFLAT/ANGLEPLATELENGTH(FT.)BOT.TOPTERMINATIONDETAILBOT.TOP 65KSI FLAT PLATE REINFORCEMENT SCHEDULEQTY.

NOTES:

MANUFACTURER POLE SPECIFICATIONSSHAFTSECTIONMANUFACTURER SHAFT SECTION DATASECTIONSHAPESECTIONLENGTH(FT.)SECTIONTHICKNESS(IN.)SECTIONGRADE Fy (KSI)FLANGEPLATE GRADEFy (KSI)LAPSPLICE(IN.)DIAMETER ACROSS FLATS OROF ROUND SECTION (IN.)TOPBOTTOMMODIFICATION DESCRIPTIONNO.ELEVATION(FT.)SHEETMODIFICATION SCHEDULE A
B C
A
B
C D
NOTES:

ATTENTIONATTENTION
NOTE:

ATTENTION
S-2SECTION DETAILS
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI

SECTIONSECTION

SECTION

S-3SHAFTREINFORCEMENTDETAILS
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
TEP-CFP-06012521TEP-CFP-06012527TEP-CFP-06012512TEP-CFP-04512513

NOTES:

OPTION 2
OPTION 1PART NUMBERREINFORCING FILLET SIZEPLATE SIZEMINIMUMREINFORCING WELD

PART NUMBERREINFORCING FILLET SIZEPLATE SIZEMINIMUMREINFORCING WELD PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
S-4TYP. SHAFTREINFORCEMENTDETAILS IBASE WELD TERMINATION DETAILSTRANSITION STIFFENER TERMINATION DETAILS

NOTE:

BOTTOMTOPNOTE:

TOP TERMINATION DETAILSBOTTOM TERMINATION DETAILS

REINFORCEMENT SPLICE DETAILSOVERLAP SPLICE DETAILS

TRANSITION STIFFENERDESCRIPTIONMEASUREMENT
NOTE:

NOTES:

ATTENTION
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
S-8FOUNDATIONREINFORCEMENTDETAILS IFOUNDATION REINFORCEMENT - PLAN VIEW

CONNECTION BOLTSACCESSORIESDESCRIPTIONMEASUREMENT

DESCRIPTIONMEASUREMENTDESCRIPTIONMEASUREMENT

DESCRIPTIONMEASUREMENT

SECTION A-AAASPHERICAL NUTDESCRIPTIONMEASUREMENT
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
S-9FOUNDATIONREINFORCEMENTDETAILS IIMICRO-PILE BRACKET DETAIL

B
B

SECTION B-B

MICRO-PILE BRACKETDESCRIPTIONMEASUREMENT

END CONNECTIONDESCRIPTIONMEASUREMENT

SECTION C-CC
C
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
S-10FOUNDATIONREINFORCEMENTDETAILS IIIPIECEMARK: PL-1PIECEMARK: PL-2

TOP VIEW SIDE VIEW

ELEVATION VIEW (FLAT)

PLAN VIEW
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
S-11FOUNDATIONREINFORCEMENTDETAILS IVPIECEMARK: PL-3

CHANNEL BRACING DETAILS

BASE PLATE EXTENSION DETAILS

PILE CAPACITIESISCHEBECK TITAN HOLLOW BARSBAR SIZEALLOWABLEAXIAL PILECAPACITY (KIPS)DRILL BIT TYPEDRILL BIT SIZEDRILL HOLE SIZEEMBEDMENTDEPTHPROJECTION

MICRO-PILE INSTALLATION NOTES

CONTACT INFORMATION

HOLLOW BAR SYSTEM
S-12MICRO-PILE DETAILSMICRO-PILEDETAILS
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI

NOTE:TYP. BOLT ASSEMBLYPRE-TENSIONEDBOLT ASSEMBLY
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
S-13TOWER EXTENSIONDETAILS ITOWER EXTENSION DETAILSSECTION

SECTIONSECTION

PROPOSED TOWER PIPE

PROPOSED BOTTOM FLANGE PLATEPROPOSED TOP FLANGE PLATE

FRONT VIEW

TOP VIEW

SIDE VIEW
NOTE:

PIECEMARK#: PL-5
PIECEMARK#: PL-4
PIECEMARK#: PL-6
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
S-15FLANGE BRACKETDETAILSBOLT-ON FLANGE BRACKET ASSEMBLYBOLT-ON FLANGE BRACKET DETAILS

OPTION BOPTION A
PIONEERSITE #: US-CA-1322
TOWER ENGINEERING PROFESSIONALS326 TRYON ROADRALEIGH, NC 27603OFFICE: (919) 661-6351www.tepgroup.net 007-30-24MODIFICATION DRAWINGSJuly 30, 2024
072879.980281
JLWTLI
S-16REPLACEMENTBRANCHRECEPTACLEBRANCH RECEPTACLE DETAILS

07/25/2024
07/25/2024

07/25/2024

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April 15, 2025