site number: cvl02152
TRANSCRIPT
SHEET INDEX PROJECT INFORMATION
APPROVALSAPPROVED BY: INITIALS: DATE:
VENDOR:
LEASING / LANDLORD:
R.F.:
ZONING:
CONSTRUCTION:
POWER / TELCO:
PG&E:
CODE COMPLIANCE
PROJECT DESCRIPTION PROJECT TEAM
GENERAL CONTRACTOR NOTES
DO NOT SCALE DRAWINGSTHESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 24" x 36". CONTRACTORSHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ONTHE JOBSITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER INWRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK ORMATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME.
DIRECTIONS FROM AT&T
PROPERTY INFORMATION:SITE NAME: SLAYBACK RANCH
SITE NUMBER: CVL02152
SITE ADDRESS: 1731 RESEARCH PARK DRIVE DAVIS, CA 95618
A.P.N. NUMBER: 069-290-059
CURRENT ZONING: PD (PLANNED DEVELOPMENT)
JURISDICTION: CITY OF DAVIS
LATITUDE: N38° 32' 29.37" NAD 83
LONGITUDE: W121° 43' 54.61" NAD 83
GROUND ELEVATION: 43 FT. AMSL
DIRECTIONS FROM AT&T's OFFICE AT 2600 CAMINO RAMON, SAN RAMON, CA
NEW SITE BUILD UNMANNED TELECOMMUNICATIONS FACILITY.
1. BRING POWER / TELCO / FIBER TO SITE LOCATION.
2. INSTALL AT&T APPROVED OUTDOOR EQUIPMENT CABINETS ANDASSOCIATED EQUIPMENT WITHIN EXISTING CUPOLA.
3. PROPOSED AT&T ANTENNAS & ASSOCIATED TOWER-MOUNTEDEQUIPMENT ON AN EXISTING ROOFTOP BEHIND PROPOSED FRPSCREEN.
4. PROPOSED AT&T GPS ANTENNA.
OCCUPANCY AND CONSTRUCTION TYPE
SITE NUMBER: CVL02152
1. MERGE ONTO I-680 NORTH FROM BOLLINGER CANYON ROAD
2. CONTINUE ON I-680 NORTH
3. TAKE EXIT 71A TO MERGE ONTO I-80 EAST
4. CONTINUE ON I-80 EAST
5. TAKE EXIT 72 AND TURN LEFT ONTO RICHARDS BLVD
6. TURN LEFT ONTO RESEARCH PARK DRIVE
7. TURN LEFT ONTO SITE ACCESS ROAD
AT&T:
SITE NAME: SLAYBACK RANCH
1731 RESEARCH PARK DRIVE
DAVIS, CA 95618
JURISDICTION: CITY OF DAVIS
APN: 069-290-059
VICINITY MAP
REV
SITE TYPE: OUTDOOR EQUIPMENT
CABINETS / EXISTING ROOFTOP
POWER AGENCY:PACIFIC GAS & ELECTRIC2225 FOLSOM ST.SAN FRANCISCO, CA 94110
PROPERTY OWNER:DEVI PLAZA LLC1731 RESEARCH PARK DRIVEYOLO, CA 95618
APPLICANT / LESSEE:AT&T2600 CAMINO RAMONSAN RAMON, CA 94583
ARCHITECT / ENGINEER:MST ARCHITECTS INC.1520 RIVER PARK DRIVESACRAMENTO, CA 95815CONTACT: MANUEL S. TSIHLASEMAIL: [email protected]: (916) 567-9630
1. T-1 TITLE SHEET #2. GN-1 GENERAL NOTES, ABBREVIATIONS, & LEGEND #3. C-1 PLOT PLAN AND SITE TOPOGRAPHY #4. A-1.1 OVERALL SITE PLAN #5. A-1.2 ENLARGED SITE PLAN #6. A-2.1 EQUIPMENT AREA PLAN #7. A-3.1 ANTENNA PLAN, SCHEDULE, & DETAILS #8. A-3.2 ANTENNA PLANS & SCHEDULE #9. A-3.3 RRH DETAILS #10. A-4.1 PROPOSED ELEVATIONS #11. A-4.2 PROPOSED ELEVATIONS #12. E-3 SINGLE LINE DIAGRAM & PANEL SCHEDULE #
SITE ACQUISITION:COMPLETE WIRELESS CONSULTING, INC.2009 V STREETSACRAMENTO, CA 95818CONTACT: RANDY MIKUNIEMAIL: [email protected]: (916) 747-0624
FA CODE: 14728235
USID#: 288212
DAVIS, CA
PROJECTSITE
RF ENGINEER:AT&T5001 EXECUTIVE PARKWAYSAN RAMON, CA 94583CONTACT: STEPHEN NELSONEMAIL: [email protected]
SURVEYOR:GEIL ENGINEERING1226 HIGH STREETAUBURN, CA 95603CONTACT: DAN GEILPH: (530) 885-0426
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITHTHE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNINGAUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOTCONFORMING TO THESE CODES.
1) 2019 CALIFORNIA ADMINISTRATIVE CODE
2) 2019 CALIFORNIA BUILDING CODE
3) 2019 CALIFORNIA ELECTRICAL CODE
4) 2019 CALIFORNIA MECHANICAL CODE
5) 2019 CALIFORNIA PLUMBING CODE
6) 2019 CALIFORNIA ENERGY CODE
9) 2019 CALIFORNIA FIRE CODE
11) 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
12) 2019 CALIFORNIA REFERENCE STANDARDS CODE
80
POLE LIN
E ROA
D
COWELL BLVD
RICHARDS BLVD
RESEARC
H PARK D
RIVE
CONSTRUCTION MANGER:BECHTEL5000 EXECUTIVE PARKWAY, STE 350SAN RAMON, CA 94583CONTACT: SEAN WATSONEMAIL: [email protected]: (925) 594-9070
ZONING MANAGER:COMPLETE WIRELESS CONSULTING, INC.2009 V STREETSACRAMENTO, CA 95818CONTACT: KEVIN GALLAGHEREMAIL: [email protected]: (916) 764-2632
OCCUPANCY : U (UNOCCUPIED TELECOMMUNICATIONS FACILITY)
CONSTRUCTION TYPE: V-B
THIS IS AN UNOCCUPIED TELECOMMUNICATIONS FACILITY. ACCESSIBILITYFEATURES ARE NOT REQUIRED AS DESCRIBED BY 2019 CBC 11B-203.5, AND11B-202.4 EXCEPTION 7.
ACCESSIBILITY REQUIREMENTS
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
TITLE SHEET
T-1
TLS
SV
PLANS ARE INTENDED TO BE DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
1.
THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINEDOR IDENTIFIED BY THE CONTRACT DOCUMENTS.
2.
CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800) 227-2600, FOR UTILITY LOCATIONS, 48 HOURS BEFOREPROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION.
3.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESSSPECIFICALLY INDICATED OTHERWISE, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
4.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC / UBC'S REQUIREMENTS REGARDING EARTHQUAKE RESISTANCE, FOR, BUTNOT LIMITED TO, PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS, AND MECHANICAL EQUIPMENT. ALL WORK MUST COMPLYWITH LOCAL EARTHQUAKE CODES AND REGULATIONS.
5.
REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWINGS, SHALL NOT BE USED TO IDENTIFY ORESTABLISH BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANYSURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT / ENGINEER PRIOR TOPROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THETRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFYTHE ARCHITECT / ENGINEER.
6.
THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OFWORK, OR AS OTHERWISE STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION.
7.
DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED.8.
ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON THE PLAN HAVE BEEN PLOTTED FROM AVAILABLERECORDS. THE ARCHITECT / ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR THEACCURACY OF THE INFORMATION SHOWN ON THE PLANS, OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTORS SHALL BERESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION.CONTRACTORS SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES ANDMETHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.
9.
CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTAL AND VERTICALLY, PRIOR TO THE START OF CONSTRUCTION. ANYDISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO THE ARCHITECT / ENGINEER FORRESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BYTHE ARCHITECT / ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK ANDEXPENSE.
10.
ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISHELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.
11.
ANY DRAIN AND/OR FIELD TILE ENCOUNTERED / DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO IT'S ORIGINAL CONDITIONPRIOR TO COMPLETION OF WORK. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELYNOTED AND PLACED ON "AS-BUILT" DRAWINGS BY GENERAL CONTRACTOR, AND ISSUED TO THE ARCHITECT / ENGINEER AT COMPLETIONOF PROJECT.
12.
ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED INACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.
13.
INCLUDE MISC. ITEMS PER AT&T SPECIFICATIONS14.
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCALAUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION.
THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
- AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE- AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION- TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-H, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNASUPPORTING STRUCTURES- INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, ANDEARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OFELECTRICAL EQUIPMENT.-IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3"AND "HIGH SYSTEM EXPOSURE")
TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS TELCORDIA GR-63 NETWORKEQUIPMENT-BUILDING SYSTEM (NEBS): PHYSICAL PROTECTIONTELCORDIA GR-347 CENTRAL OFFICE POWER WIRINGTELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTSTELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS
ANY AND ALL OTHER LOCAL & STATE LAWS AND REGULATIONS
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OROTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND ASPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
GENERAL CONSTRUCTION NOTES:
APPLICABLE CODES, REGULATIONS AND STANDARDS:
ABBREVIATIONS
SYMBOLS LEGEND
OFFICE101 ROOM NUMBER
WALL TYPE MARK
KEYNOTE,CONSTRUCTION ITEM
KEYNOTE,DIMENSION ITEM
ROOM NAME
WALL SECTION
DETAIL
3
BLDG. SECTIONA-3001
A-500D5
A-310A5
A-113C1
A-113C4
A-113A1
A-113A4 ELEVATION
3
2
CENTERLINE
ELEVATION DATUM
TILT-UP PANEL MARK
WINDOW SYMBOL
DOOR SYMBOL
PROPERTY LINE
3
±0"
001
10
A GRID/COLUMN LINE
A-3001
A.B. ANCHOR BOLTABV. ABOVEACCA ANTENNA CABLE COVER ASSEMBLYADD'L ADDITIONALA.F.F. ABOVE FINISHED FLOORA.F.G. ABOVE FINISHED GRADEALUM. ALUMINUMALT. ALTERNATEANT. ANTENNAAPPRX. APPROXIMATE(LY)ARCH. ARCHITECT(URAL)AWG. AMERICAN WIRE GAUGEBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMB.N. BOUNDARY NAILINGBTCW. BARE TINNED COPPER WIREB.O.F. BOTTOM OF FOOTINGB/U BACK-UP CABINETCAB. CABINETCANT. CANTILEVER(ED)C.I.P. CAST IN PLACECLG. CEILINGCLR. CLEARCOL. COLUMNCONC. CONCRETECONN. CONNECTION(OR)CONST. CONSTRUCTIONCONT. CONTINUOUSd PENNY (NAILS)DBL. DOUBLEDEPT. DEPARTMENTD.F. DOUGLAS FIRDIA. DIAMETERDIAG. DIAGONALDIM. DIMENSIONDWG. DRAWING(S)DWL. DOWEL(S)EA. EACHEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATOREMT. ELECTRICAL METALLIC TUBINGE.N. EDGE NAILENG. ENGINEEREQ. EQUALEXP. EXPANSIONEXST.(E) EXISTINGEXT. EXTERIORFAB. FABRICATION(OR)F.F. FINISH FLOORF.G. FINISH GRADEFIN. FINISH(ED)FLR. FLOORFDN. FOUNDATIONF.O.C. FACE OF CONCRETEF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDF.O.W. FACE OF WALLF.S. FINISH SURFACEFT.( ' ) FOOT (FEET)FTG. FOOTINGG. GROWTH (CABINET)GA. GAUGEGI. GALVANIZE(D)G.F.I. GROUND FAULT CIRCUIT INTERRUPTERGLB. (GLU-LAM) GLUE LAMINATED BEAMGPS GLOBAL POSITIONING SYSTEMGRND. GROUNDHDR. HEADERHGR. HANGERHT. HEIGHTICGB. ISOLATED COPPER GROUND BUS
IN. ( " ) INCH(ES)INT. INTERIORLB.(#) POUND(S)L.B. LAG BOLTSL.F. LINEAR FEET (FOOT)L. LONG(ITUDINAL)MAS. MASONRYMAX. MAXIMUMM.B. MACHINE BOLTMECH. MECHANICALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMTL. METAL(N) NEWNO.(#) NUMBERN.T.S. NOT TO SCALEO.C. ON CENTEROPNG. OPENINGP/C PRECAST CONCRETEPCS PERSONAL COMMUNICATION SERVICESPLY. PLYWOODPPC POWER PROTECTION CABINETPRC PRIMARY RADIO CABINETP.S.F. POUNDS PER SQUARE FOOTP.S.I. POUNDS PER SQUARE INCHP.T. PRESSURE TREATEDPWR. POWER (CABINET)QTY. QUANTITYRAD.(R) RADIUSREF. REFERENCEREINF. REINFORCEMENT(ING)REQ'D/ REQUIREDRGS. RIGID GALVANIZED STEELSCH. SCHEDULESHT. SHEETSIM. SIMILARSPEC. SPECIFICATIONSSQ. SQUARES.S. STAINLESS STEELSTD. STANDARDSTL. STEELSTRUC. STRUCTURALTEMP. TEMPORARYTHK. THICK(NESS)T.N. TOE NAILT.O.A. TOP OF ANTENNAT.O.C. TOP OF CURBT.O.F. TOP OF FOUNDATIONT.O.P. TOP OF PLATE (PARAPET)T.O.S. TOP OF STEELT.O.W. TOP OF WALLTYP. TYPICALU.G. UNDER GROUNDU.L. UNDERWRITERS LABORATORYU.N.O. UNLESS NOTED OTHERWISEV.I.F. VERIFY IN FIELDW WIDE (WIDTH)w/ WITHWD. WOODW.P. WEATHERPROOFWT. WEIGHTC CENTERLINEP PLATE, PROPERTY LINE
GROUT OR PLASTER
(E) BRICK
(E) MASONRY
CONCRETE
EARTH
GRAVEL
PLYWOOD
SAND
PLYWOOD
SAND
(E) STEEL
MATCH LINE
GROUND CONDUCTOR
TELEPHONE CONDUIT
POWER CONDUIT
COAXIAL CABLE
CHAIN LINK FENCE
OVERHEAD SERVICE CONDUCTORSOH
LL
WOOD FENCE
(P) ANTENNA
(P) RRU
(P) DC SURGE SUPRESSION
(F) ANTENNA
(F) RRU
(E) EQUIPMENT
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
GENERAL NOTES,ABBREVIATIONS, &
LEGEND
GN-1
TLS
SV
1 1"=20'OVERALL SITE PLAN
NORTH
PL
AN
N
OR
TH
1" = 20.0'
5'0' 50'25'
PROPERTY LINE
PROPERTY LINE
PRO
PERT
Y LIN
E
PRO
PERT
YLI
NE
EXISTING TELEPHONE BOX, PROPOSEDAT&T TELCO P.O.F.
EXISTING ELECTRICAL BOX
EXISTING CONCRETE CURB & GUTTER
EXISTING 10'-0" WIDE PUBLIC UTILITYEASEMENT PER 19/MAPS/48
EXISTING 31'-0" WIDE PRIVATE ACCESS &PUBLIC UTILITY EASEMENT PER 19/MAPS/48
APN:069-290-026
APN:069-290-036
APN:069-290-037
APN:069-290-059
APN:069-290-057
RESE
ARC
H PA
RK D
RIV
E
EXISTING DRAINAGE GRATE
EXISTING TRANSFORMER
EXISTING TRASH ENCLOSURE
EXISTING ELECTRICAL BOX
EXISTING ELECTRICAL SWITCH CABINET,PROPOSED AT&T POWER P.O.F.
EXISTING ELECTRICAL BOX
EXISTING ELECTRICAL BOX
ROOF PLAN1
A-1.2
PROPOSED AT&T 20'-0" WIDE NON-EXCLUSIVEACCESS & UTILITY EASEMENT
PROPOSED AT&T 10'-0" WIDE NON-EXCLUSIVEACCESS & UTILITY EASEMENT
PROPOSED AT&T UNDERGROUND POWER(±130'-0")
EXISTING SIDEWALK
PROPOSED AT&T UNDERGROUNDFIBER (±300'-0")
EXISTING 10'-0" WIDE PUBLIC UTILITYEASEMENT PER 19/MAPS/48
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
OVERALL SITEPLAN
A-1.1
TLS
SV
ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH ANDSTREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCELMAP AND EXISTING DRAWINGS AND ARE APPROXIMATE.
NOTES:
1. NO GRADING OR PERMANENT CONSTRUCTION SHALLOCCUR WITHIN DRIP LINES OF TREES THAT ARE TO REMAINWITHOUT ARBORIST APPROVAL.
2. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR TOCONTACT DIGALERT TO MARK OUT EXISTING UNDERGROUNDUTILITIES. IN THE EVENT OF CONFLICTS, CONTRACTOR TOCONTACT PDC.
THIS IS NOT A SITE SURVEY
EXISTING PARAPET
EXISTING MECHANICAL ROOFTOPEQUIPMENT (TYP.)
EXISTING METAL RAILING
EQUIPMENT AREA PLAN
1 1/8" = 1'-0"ENLARGED SITE PLAN
NORTH
PL
AN
N
OR
TH
10' 20'0' 2'
1/8" = 1'-0"
EXISTING RIGID CONDUITS (TYP.)
ANTENNA LAYOUT PLANAT SECTOR A
1A-3.2
1A-2.1ANTENNA LAYOUT PLAN AT
SECTOR B2
A-3.2
UTILITY PLAN AT FIRST FLOOR2
A-1.2
EXISTING MECHANICAL ROOFTOPEQUIPMENT (TYP.)
EXISTING METAL RAILING
EXISTING RIGID CONDUITS (TYP.)
PROPOSED AT&T HYBRID CONDUITS ONDURABLOCK (TYP.)
PROPOSED AT&T 10'-0" WIDENON-EXCLUSIVE ACCESS &UTILITY EASEMENT
EXISTING PARAPET
PROPOSED AT&T HYBRID CONDUITS ONDURABLOCK (TYP.)
PROPOSED AT&T 10'-0" WIDE NON-EXCLUSIVEACCESS & UTILITY EASEMENT
EXISTING CUPOLA
ANTENNA LAYOUT PLAN ATSECTOR C
1A-3.1
PROPOSED AT&T ACCESS LADDER ONEXISTING WALL
EXISTING PORTION OF GUARDRAIL TO BEREMOVED, PROPOSED AT&T 3'-0" WIDE ACCESS
GATE TO MATCH EXISTING GUARDRAIL
ACCESS LADDER PLAN3
A-1.2
EXISTING PLANTERS (TYP.)
PROPOSED AT&T 10'-0" WIDE NON-EXCLUSIVEACCESS & UTILITY EASEMENT
2 1/2" = 1'-0"UTILITY PLAN AT FIRST FLOOR
NORTH
PL
AN
N
OR
TH
PROPOSED AT&T CAM-LOKGENERATOR INTERFACEMOUNTED ON EXISTING
EXTERIOR WALLPROPOSED AT&T 200A
SERVICE METER ANDDISCONNECT MOUNTED ON
EXISTING EXTERIOR WALL
PROPOSED AT&T COVEREDCABLE TRAY MOUNTED ON
EXISTING EXTERIOR WALL,PAINT TO MATCH EXISTING
BUILDING
EXISTING BUILDING
EXISTING CONCRETE SIDEWALK
3 1/2" = 1'-0"ACCESS LADDER PLAN
NORTH
PL
AN
N
OR
TH
PROPOSED AT&T OSHA APPROVEDCAGED ACCESS LADDER
EXISTING PORTION OF PARAPETTRIM TO BE REMOVED
PROPOSED AT&T 3'-0"x3'-0"METAL PLATFORM W/ 42"
TALL GUARDRAILS
PROPOSED AT&T ACCESSLADDER ONTO ROOFTOP
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
ENLARGED SITEPLAN
A-1.2
TLS
SV
NOTES:
1. NO GRADING OR PERMANENT CONSTRUCTION SHALLOCCUR WITHIN DRIP LINES OF TREES THAT ARE TO REMAINWITHOUT ARBORIST APPROVAL.
2. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR TOCONTACT DIGALERT TO MARK OUT EXISTING UNDERGROUNDUTILITIES. IN THE EVENT OF CONFLICTS, CONTRACTOR TOCONTACT PDC.
20'-0" PROPOSED AT&T LEASE AREA
20'-0
" PRO
POSE
D A
T&T
LEA
SE A
REA
1 1/2" = 1'-0"EQUIPMENT AREA PLAN
NORTH
PL
AN
N
OR
TH
5' 10'1'
1/2" = 1'-0"
0'
2'-0"18'-0"
1'-0
"8'
-0" U
TILITY
H-F
RAM
E11
'-0"
3'-6
"3'
-8"
EQUI
PMEN
T C
URB
12'-1
0"
20'-0" PROPOSED AT&T LEASE AREA
1'-0"15'-6" EQUIPMENT CURB3'-6"
PROPOSED AT&T COVERED CABLE TRAY MOUNTED ONEXISTING EXTERIOR WALL, PAINT TO MATCH EXISTING BUILDING
PROPOSED AT&T 24"X24"X8" HOFFMAN TELCO BOX WITHCIENA BOX ABOVE MOUNTED ON A UTILITY H-FRAME
PROPOSED AT&T 42 CIRCUIT LOAD CENTER AND AUTOMATICTRANSFER SWITCH MOUNTED ON A UTILITY H-FRAME
PROPOSED AT&T UTILITY H-FRAME
(3) PROPOSED AT&T SURGE PROTECTORS MOUNTED ONUNISTRUT TO CONCRETE WALK-IN CABINET (VERTICALLYSTACKED)
APPROXIMATE LOCATION OF EXISTING DRAINAGE PIPESUSPENDED FROM CEILING ABOVE, VERIFY IN FIELD
(3) PROPOSED AT&T PURCELL CABINETS, VERTICALLYSTACKED, (1) FUTURE PURCELL CABINET TO BE STACKEDABOVE
PROPOSED AT&T EQUIPMENT CURBAPPROXIMATE LOCATION OF EXISTING ROOFTOPACCESS PANEL, PROPOSED AT&T ROOFTOP ACCESS
(1) PROPOSED AT&T EMERSON POWER PLANT & (1)PROPOSED AT&T BATTERY CABINET
PROPOSED AT&T WALKABLE COVERED CABLE TRAY
POWERPLANT
BATTERYCABINET
PURCELLCABINET
PURCELLCABINET
APPROXIMATE LOCATION OF EXISTINGMETAL POST, VERIFY IN FIELD
APPROXIMATE LOCATION OF EXISTINGHATCH, PROPOSED AT&T ACCESS
HATCH
PROPOSED AT&T POWER & FIBER CONDUITSTO PENETRATE EXISTING PENTHOUSE WALL
OUTSIDE FACE OF EXISTING PARAPET
EXISTING CUPOLA OVERHANG
EXISTING ROOFTOP CUPOLA
PROPOSED AT&T HYBRID CONDUITS TOPENETRATE EXISTING PENTHOUSE WALL
INSIDE FACE OF EXISTING PARAPET
BATTERYCABINET
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
EQUIPMENTAREA PLAN
A-2.1
TLS
SV
2-1/4" STANDARDGALVANIZED PIPE MOUNT
2-1/4" STANDARDGALVANIZED PIPE MOUNT
RAYCAP DC9-48-60-24-8C-EV SURGE SUPPRESSION SOLUTION
COLOR: BLACK/SILVER
DIMENSIONS: 10.25" DIA X 2'-7.5" TALL W/ 1'-1.5' BASE
WEIGHT: 26.2 LBS.±
SURGE SUPPRESSION SYSTEMFOR USE AT ANTENNA SECTORSCLOSER THAN 18 FEET APART
5 1-1/2"= 1'-0"DC SURGE SUPPRESSION (SQUID)
COAX LINES TO ANTENNAS
SURGE SUPPRESSION SYSTEMFOR USE AT ANTENNA SECTORSCLOSER THAN 18 FEET APART
2'-7
1 2"
1'-1
1 2"
1'-614"
1014"
1014"
SECTOR
ALPHA
BETA
GAMMA
ANTENNA MODEL NO. AZIMUTH CENTERLINE RRH FIBER LENGTH COAX LENGTH JUMPER TYPE RRU NO.
RF SCHEDULE
± 46'-0"
TMA
NO SCALERF SCHEDULE
50°
270°
A1
A2
A3
B1
B2
B3
C1
C2
C3
± 60'-0" (2)
(3)
(2)
150°
A4 -
B4
C4
2
1/2" = 1'-0" ANTENNA LAYOUT PLAN AT SECTOR C1
5' 10'1'
1/2" = 1'-0"
0'
COMMSCOPE - NNH4-65A-R6H4 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
LDF4
LDF4
LDF4
-
LDF4
LDF4
LDF4
-
LDF4
LDF4
LDF4
-
50°
50°
-
270°
270°
-
150°
150°
-
NORTH
PL
AN
N
OR
TH
RF DATA SHEET vX.XX.X DATED XX/XX/XX EQUIPMENT IS PRELIMINARY AND SUBJECT TO CHANGE.NOTE: ANTENNA POSITIONS ARE LEFT TO RIGHT FROM FRONT OF ANTENNA
-
(1) 4449 B5/B12 / (1) 8843 B2/B66A
(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30
(2) FUTURE RRH UNITS
(2)
(3)
(2)
-
(2)
(3)
(2)
-
-
± 60'-0"
± 60'-0"
-
± 100'-0"
± 100'-0"
± 100'-0"
-
± 60'-0"
± 60'-0"
± 60'-0"
-
SECTO
R C
AZIMUTH 150°
(6) PROPOSED AT&T ANTENNAS,(2) PER SECTOR
3A-3.1
-
(15) PROPOSED AT&T RRH UNITS, (5)PER SECTOR
(3) PROPOSED AT&T SURGEPROTECTORS, (1) PER SECTOR
EXISTING DRAIN
PROPOSED AT&T FRP SCREEN WALL,FINISH & TRIM TO MATCH EXISTING
BUILDING
EXISTING RAISED PARAPET
SHEETA-3.3
5A-3.1
20'-6" PROPOSED AT&T LEASE AREA / FRP SCREEN WALL
13'-0
" PRO
POSE
D A
T&T
LEA
SE A
REA
8'-9
" FRP
SC
REEN
WA
LL4'
-3"
3'-1
"
EXISTING METAL RAILING
COMMSCOPE - NNH4-65A-R6H4
FUTURE ANTENNA
COMMSCOPE - NNH4-65A-R6H4
-
COMMSCOPE - NNH4-65A-R6H4
FUTURE ANTENNA
COMMSCOPE - NNH4-65A-R6H4
-
COMMSCOPE - NNH4-65A-R6H4
FUTURE ANTENNA
± 46'-0"
± 46'-0"
± 46'-0"
-
± 46'-0"
± 46'-0"
± 46'-0"
-
± 46'-0"
± 46'-0"
(1) 4449 B5/B12 / (1) 8843 B2/B66A
(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30
(2) FUTURE RRH UNITS
-
(1) 4449 B5/B12 / (1) 8843 B2/B66A
(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30
(2) FUTURE RRH UNITS
-
(3) FUTURE AT&T ANTENNAS, (1) PERSECTOR
==
ANTENNAWEIGHTDIMENSIONS
COMMSCOPE (NNH4-65A-R6H4)101.4 LBS59.0" (H) x 19.6" (W) x 7.8" (D)=
3 3/4" = 1'-0"PROPOSED ANTENNA SPEC
59"
7.8"19.6"
ANTENNASUPPORT PIPE
ANTENNAMOUNTING
BRACKET
FRONT SIDE PERSPECTIVE
EQUIPMENT SUBJECT TO CHANGE
4 NO SCALENOT USED
ANTENNA PLAN,SCHEDULE, &
DETAILS
A-3.1
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
TLS
SV
NO SCALERF SCHEDULE3
1/2" = 1'-0" ANTENNA LAYOUT PLAN AT SECTOR A1
5' 10'1'
1/2" = 1'-0"
0'NORTH
PL
AN
N
OR
TH
1/2" = 1'-0" ANTENNA LAYOUT PLAN AT SECTOR B2
5' 10'1'
1/2" = 1'-0"
0'NORTH
PL
AN
N
OR
TH
SECTO
R A
AZIMUTH
50°
SECTOR BAZIMUTH 270°
(6) PROPOSED AT&TANTENNAS, (2) PER
SECTOR
3A-3.1
(15) PROPOSED AT&T RRH UNITS,(5) PER SECTOR
SHEETA-3.3
(3) PROPOSED AT&T SURGEPROTECTORS, (1) PER SECTOR
5A-3.1
PROPOSED AT&T FRP SCREEN WALLW/ WALKABLE OPENINGS, FINISH &TRIM TO MATCH EXISTING BUILDING
20'-6
" PRO
POSE
D A
T&T
LEA
SE A
REA
/ F
RP S
CRE
EN W
ALL
6'-6" PROPOSED AT&T LEASE AREA
3'-0"OPENING
8'-0" PROPOSED AT&T LEASE AREA
3'-0"OPENING
EXISTING RAISED PARAPET
EXISTING PARAPET
PROPOSED AT&T 10'-0"WIDE NON-EXCLUSIVEACCESS & UTILITYEASEMENT
(6) PROPOSED AT&T ANTENNAS,(2) PER SECTOR
3A-3.1
(15) PROPOSED AT&T RRH UNITS,(5) PER SECTOR
SHEETA-3.3
(3) PROPOSED AT&T SURGEPROTECTORS, (1) PER SECTOR
5A-3.1
PROPOSED AT&T FRP SCREEN WALLW/ WALKABLE OPENINGS, FINISH &TRIM TO MATCH EXISTING BUILDING
EXISTING RAISED PARAPET
EXISTING PARAPET
PROPOSED AT&T 10'-0" WIDENON-EXCLUSIVE ACCESS &UTILITY EASEMENT
EXISTING METAL RAILING
PROPOSED AT&T HYBRIDCONDUITS ON
DURABLOCK (TYP.)
PROPOSED AT&T HYBRIDCONDUITS ON
DURABLOCK (TYP.)
EXISTING MECHANICALROOFTOP EQUIPMENT
EXISTING RIGIDCONDUITS (TYP.)
20'-6
" PRO
POSE
D A
T&T
LEA
SE A
REA
/ F
RP S
CRE
EN W
ALL
RF DATA SHEET vX.XX.X DATED XX/XX/XX EQUIPMENT IS PRELIMINARY AND SUBJECT TO CHANGE.NOTE: ANTENNA POSITIONS ARE LEFT TO RIGHT FROM FRONT OF ANTENNA
6'-3" FRP SCREEN WALL3"
7'-7" FRP SCREEN WALL5"
3'-0"OPENING
SECTOR
ALPHA
BETA
GAMMA
ANTENNA MODEL NO. AZIMUTH CENTERLINE RRH FIBER LENGTH COAX LENGTH JUMPER TYPE RRU NO.
RF SCHEDULE
± 46'-0"
TMA
50°
270°
A1
A2
A3
B1
B2
B3
C1
C2
C3
± 60'-0" (2)
(3)
(2)
150°
A4 -
B4
C4
COMMSCOPE - NNH4-65A-R6H4 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
LDF4
LDF4
LDF4
-
LDF4
LDF4
LDF4
-
LDF4
LDF4
LDF4
-
50°
50°
-
270°
270°
-
150°
150°
-
-
(1) 4449 B5/B12 / (1) 8843 B2/B66A
(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30
(2) FUTURE RRH UNITS
(2)
(3)
(2)
-
(2)
(3)
(2)
-
-
± 60'-0"
± 60'-0"
-
± 100'-0"
± 100'-0"
± 100'-0"
-
± 60'-0"
± 60'-0"
± 60'-0"
-
-
COMMSCOPE - NNH4-65A-R6H4
FUTURE ANTENNA
COMMSCOPE - NNH4-65A-R6H4
-
COMMSCOPE - NNH4-65A-R6H4
FUTURE ANTENNA
COMMSCOPE - NNH4-65A-R6H4
-
COMMSCOPE - NNH4-65A-R6H4
FUTURE ANTENNA
± 46'-0"
± 46'-0"
± 46'-0"
-
± 46'-0"
± 46'-0"
± 46'-0"
-
± 46'-0"
± 46'-0"
(1) 4449 B5/B12 / (1) 8843 B2/B66A
(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30
(2) FUTURE RRH UNITS
-
(1) 4449 B5/B12 / (1) 8843 B2/B66A
(1) 4478 B14 / (1) 4415 B25 / (1) 4415 B30
(2) FUTURE RRH UNITS
-
(3) FUTURE AT&T ANTENNAS,(1) PER SECTOR
(3) FUTURE AT&T ANTENNAS,(1) PER SECTOR
EXISTING METALRAILING
EXISTING RIGIDCONDUITS (TYP.)
ANTENNA PLANS& SCHEDULE
A-3.2
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
TLS
SV
3 1-1/2"= 1'-0"ERICSSON RADIO 4449 B5/B12 REMOTE RADIO UNIT
4 1-1/2"= 1'-0"ERICSSON RADIO 8843 B2/B66A REMOTE RADIO UNIT
FRONT VIEW SIDE VIEW
TOP VIEW
2 1-1/2"= 1'-0"ERICSSON RADIO 4415 B25/B30 REMOTE RADIO UNIT
ERICSSON RADIO 4415 B25 REMOTE RADIO UNIT
COLOR: WHITE
DIMENSIONS: 16.5" TALL X 13.4" WIDE X 5.9" DEEP (INCLUDING SUNSHIELD)
WEIGHT: 46 LBS.± (INCLUDING MOUNTING HARDWARE)
4415 B25 WITH SUNSHIELD
1 1-1/2"= 1'-0"ERICSSON RADIO 4478 B14 REMOTE RADIO UNIT
16.5
"12
"C
LR
13.4"
16"
CLR 5.9"
2-3/8" DIA. GALV.STL. PIPE (LENGTHAS REQUIRED)
ERICSSON GALV.STL. MOUNTINGBRACKETS PART #:SXK 125 0245/1
(2) 3/8"Ø GALV.STL. BOLTS, NUTS &LOCK WASHERS
(2) 3/8"Ø GALV.STL. BOLTS, NUTS &LOCK WASHERS
5.9"
13.4
"
ERICSSON RRH 4478 B14 REMOTE RADIO UNIT
COLOR: WHITE
DIMENSIONS: 16.5" TALL X 13.4" WIDE X 7.7" DEEP (INCLUDING SUNSHIELD)
WEIGHT: +/- 59.9 LBS. (INCLUDING MOUNTING HARDWARE)
FRONT VIEW
16"
CLR
12"
CLR
RRH 4478 B14 WITH SUNSHIELD
MFR'S STANDARDMOUNTING BRACKETS
ERICSSON RADIO 4449 B5/B12 REMOTE RADIO UNIT
COLOR: WHITE
DIMENSIONS: 15" TALL X 13.2" WIDE X 10.2" DEEP (INCLUDING SUNSHIELD)
WEIGHT: 75 LBS± (INCLUDING MOUNTING HARDWARE)
SIDE VIEW
16"
CLR
RADIO 4449WITH SUNSHIELD
MFR'S STANDARDMOUNTING BRACKETS
MFR'S STANDARDMOUNTING
BRACKETS
ERICSSON RADIO 8843 B2/B66A REMOTE RADIO UNIT
13.2"
15.0
"
FRONT VIEW
BOTTOM VIEW
15.0
"
10.2"
13.4
"
13.4"
7.7"
16.5
"
BOTTOM VIEW
SIDE VIEW
PIPE
MANUFACTURERSUPPLIEDMOUNTINGBRACKET
10.2"
12"
CLR
COLOR: WHITE
DIMENSIONS: 15" TALL X 13.2" WIDE X 10.2" DEEP (INCLUDING SUNSHIELD)
WEIGHT: 75 LBS± (INCLUDING MOUNTING HARDWARE)
SIDE VIEW
16"
CLR
RADIO 4449WITH SUNSHIELD
MFR'S STANDARDMOUNTING BRACKETS
MFR'S STANDARDMOUNTING
BRACKETS
13.2"
15.0
"
FRONT VIEW
BOTTOM VIEW
15.0
"
10.2"
10.2"
12"
CLR
5 1-1/2"= 1'-0"BACK TO BACK RRH MOUNTING (COMMSCOPE PART#: RR-B2B-AR)
SIDE VIEWFRONT VIEW
TOP VIEW
SPECIFICATIONS:
MATERIAL: HOT-DIPPED GALVANIZED STEEL
DIMENSIONS:HEIGHT: 13.4 INWIDTH: 8.4 IN.LENGTH: 18.2 IN.
WEIGHT: 39 LBS± (INCLUDINGMOUNTING HARDWARE)
RRH DETAILS
A-3.3
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
TLS
SV
2 1/8" = 1'-0"WEST ELEVATION
1 1/8" = 1'-0"SOUTH ELEVATION
EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)
EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)
TOP OF EXISTING PARAPET42.7' A.G.L.
TOP OF EXISTING PARAPET40.2' A.G.L.
TOP OF EXISTING CUPOLA54.0' A.G.L.
CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.
CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.
EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)
EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)
TOP OF EXISTING PARAPET42.7' A.G.L.
TOP OF EXISTING PARAPET40.2' A.G.L.
TOP OF EXISTING CUPOLA54.0' A.G.L.
TOP OF PROPOSED PARAPET48.7' A.G.L.
TOP OF PROPOSED PARAPET48.7' A.G.L.
PROPOSED AT&T FRP SCREEN WALL W/DECORATIVE TRIM TO MATCH EXISTINGBUILDING
PROPOSED AT&T FRP SCREEN WALL W/WALKABLE OPENINGS, FINISH & TRIM TO
MATCH EXISTING BUILDING
PROPOSED AT&T FRP SCREEN WALL, FINISH& TRIM TO MATCH EXISTING BUILDING
CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.
CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.
PROPOSED AT&T FRP SCREEN WALL W/WALKABLE OPENING, FINISH & TRIM TO
MATCH EXISTING BUILDING
PROPOSED AT&T ACCESS LADDER ONEXISTING WALL
PROPOSED AT&T OSHA APPROVED CAGEDACCESS LADDER
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
PROPOSEDELEVATIONS
A-4.1
TLS
SV
2 1/8" = 1'-0"EAST ELEVATION
1 1/8" = 1'-0"NORTH ELEVATION
EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)
EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)
TOP OF EXISTING PARAPET42.7' A.G.L.
TOP OF EXISTING PARAPET40.2' A.G.L.
EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)
TOP OF EXISTING PARAPET42.7' A.G.L.
TOP OF EXISTING PARAPET40.2' A.G.L.
TOP OF EXISTING CUPOLA54.0' A.G.L.
EXISTING GRADE0.0' A.G.L. (43.0' A.M.S.L.)
1731
TOP OF PROPOSED PARAPET48.7' A.G.L.
TOP OF PROPOSED PARAPET48.7' A.G.L.
PROPOSED AT&T FRP SCREEN WALL W/WALKABLE OPENINGS, FINISH & TRIM TOMATCH EXISTING BUILDING
PROPOSED AT&T FRP SCREEN WALL, FINISH& TRIM TO MATCH EXISTING BUILDING
PROPOSED AT&T FRP SCREEN WALL W/WALKABLE OPENING, FINISH & TRIM TO
MATCH EXISTING BUILDING
PROPOSED AT&T 200A SERVICE METER ANDDISCONNECT
PROPOSED AT&T COVERED CABLE TRAY,PAINT TO MATCH EXISTING BUILDING
PROPOSED AT&T CAM-LOK GENERATORINTERFACE
CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.
CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.
CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.
CENTERLINE OF PROPOSED AT&T ANTENNAS 46.0' A.G.L.
PROPOSED AT&T OSHA APPROVED CAGEDACCESS LADDER
PROPOSED AT&T ACCESS LADDER ONEXISTING WALL
EXISTING LIGHT FIXTURE TO BE RELOCATED
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
A-4.2
TLS
SV
PROPOSEDELEVATIONS
ABBREVIATIONS:
BCW BARE COPPER WIREBTS BASE TRANSCEIVER STATIONC CONDUIT(E) EXISTINGEG EQUIPMENT GROUND(F) FUTUREFACP FIRE ALARM CONTROL PANELGEN GENERATORIG ISOLATED GROUNDIMC INTERMEDIATE METAL CONDUITLFMC LIQUID TIGHT FLEXIBLE METAL CONDUITMCM MILLION CIRCULAR MILLSMI MECHANICAL INTERLOCKMP&S SEE MECHANICAL PLANS & SPECIFICATIONS(N) NEWNEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNL NIGHT LIGHT - FIXTURE TO BE UNSWITCHEDPFB PROVISION FOR FUTURE BREAKERPVC POLYVINYL CHLORIDE CONDUIT(R) RELOCATERG RELAY TO MONITOR GENERATOR POWERRU RELAY TO MONITOR UTILITY POWERTYP TYPICALUON UNLESS OTHERWISE NOTEDWP WEATHERPROOFGFCI GROUND FAULT CIRCUIT INTERRUPTER
NOTE: SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY APPEARAS PART OF THESE DRAWINGS IF NOT REQUIRED.
3 NO SCALEABBREVIATIONS 1 NO SCALE
SINGLE LINE DIAGRAM
LTE/UMTSEQUIPMENT
BAY
OPENEQUIPMENT
BAYLEGEND:AI = AUTOMATIC INTERLOCKRU = RELAY: MONITOR UTILITY POWERRG = RELAY: MONITOR GENERATOR POWER
DISTRIBUTION PANEL:120/240V, 1Ø, 200A, AUTOMATIC INTERLOCK,42 POSITION LOAD CENTER, 20A GFCI, AC SURGEARRESTOR WITH ALARMS, SEE PANEL SCHEDULEFOR BREAKERS & LOADS
RELAY ALARM CABLES FROM DISTRIBUTIONPANEL TO TELCO BOX, 3/4"C.
SURGE ARRESTER
MASTER GROUND BAR
2"C. TYPICAL WITH(3) 4 PAIR CAT 5 STP FOR
TELCO SERVICE (1) 26CONDUCTOR EXTERNAL
ALARM CABLE
GEN INTERFACE PANEL:CAM-LOCK ICGC-1P-CBL
200A WITH CABLES
ELECTRICAL & GROUNDING NOTES:
1. ALL CONDUITS SHALL BE RGS UNLESSNOTED OTHERWISE.
2. ALL CONDUCTORS SHALL BE COPPER,THWN OR THHN INSULATION UNLESSNOTED OTHERWISE.
3. CONTRACTOR SHALL PROVIDE ACOMPLETE & APPROVED GROUNDSYSTEM INCLUDING ELECTRODES,ELECTRODE CONDUCTOR, BONDINGCONDUCTORS, & EQUIPMENTCONDUCTORS AS REQUIRED BY ARTICLE250 OF THE NATIONAL ELECTRICAL CODE(NEC).
5. CONDUITS CONNECTED TO EQUIPMENT& DEVICES SHALL BE METALLICALLYJOINED TOGETHER TO PROVIDEEFFECTIVE ELECTRICAL CONTINUITY.
6. FEEDERS & BRANCH CIRCUIT WIRINGINSTALLED IN A NONMETALLIC CONDUITSHALL INCLUDE A CODE SIZED GROUNDCONDUCTOR HAVING GREENINSULATION. GROUND CONDUCTORSHALL BE PROPERLY CONNECTED ATBOTH ENDS TO MAINTAIN ELECTRICALCONTINUITY.
7. ALL GROUND CONDUCTORS SHALL BESOLID TINNED COPPER & ANNEALED #2AWG UNLESS NOTED OTHERWISE.
POWER &BATTERY
EQUIPMENTBAY
TELEPHONEBACKBOARD
RRUQTY.
VARIES
TELCOSERVICE UTILITY POWER
120/240V, 1Ø, 3W
(2) #4/0 AL & (1) #1/0 AL NEUTRAL, 3"C.
METER MAIN:120/240V, 1Ø, 3W, 200A MAINDISCONNECT, NEMA 3R ENCLOSURE, METERSOCKET, TEST BLOCK & BYPASS PER UTILITYREQUIREMENTS
#2 GND, 1/2"C.(2) 5/8"Ø X 8'-0" LONG COPPER-CLADGROUND ROD(S) AT METER MAIN WITHINSPECTION WELL
(3) #3/0, (1) #2 GND, 2"C.
#2 GROUND TO SITE GROUND RING
(3) #3/0, (1) #2 GND, 2"C.
120/240V, 1Ø, 30KWSTANDBY GENERATOR
#2 TINNED BCW GROUNDGENERATOR CHASSIS TOSITE GROUND RING
(4)#12, (2)#12 GND, 3/4"C.
#2 GROUND TO SITE GROUND RING
(3) #3/0, (1) #2 GND, 2"C.
(3) #8 & (1) #10 GND, 1"C.
NEMA 3R TELCO PULLBOX AT SHELTEREXTERIOR
2"C. THRU-WALL PENETRATION
48VDC AS REQ'D
48VDC AS REQ'D
48VDC AS REQ'DSEE PLANS FOR #
#2 GROUND TO SITE GROUND RING,TYPICAL
SITE GROUND RING, SEE GROUNDINGPLAN
(2)#2 GROUND ELECTRODES TO SITEGROUND RING
#2 SUPPLEMENTAL GROUNDCONDUCTOR TO MASTERGROUND BAR
2 NO SCALEPANEL SCHEDULE
PANEL DESIGNATION: ELECTRICAL PANEL
VOLTAGE: 120/240MAIN LUGS: N/A
CYCLE: 60MAIN BREAKER: 200 AMP
PHASE: 1MAIN BREAKER A.I.C RATING: 22,000 A.I.C
WIRES: 3 MAIN COPPER BUS: 200 AMP NEUTRAL: 200 AMPSBRANCH BREAKER A.I.C RATING: 10,000 A.I.C
BRANCH BREAKER TYPE: SQUARE D - BOLT ON
DESCRIPTION
13579111315171921232527
3129
333537
4139
6.30SUBTOTALCONTINUOUS
SUBTOTALNON-CONTINUOUS
SUBTOTALSUB-PANEL
-
- -
-
LOAD
UNITKVAQ
TY.
LOAD PERPHASE (VA)
PHASE
A B
WIR
E C
OLO
R
LOA
DS
CO
NTIN
UOUS
LOA
DS
NO
N-C
ON
TINUO
US
LOA
DS
SUB-
PAN
EL
GRO
UND
ING
WIR
ESI
ZE
TRIP
XBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLK
WIR
E SI
ZE
8 (10) 40
TRIP
GRO
UND
ING
WIR
ESI
ZE
WIR
E SI
ZE
LOA
DS
SUB-
PAN
EL
LOA
DS
NO
N-C
ON
TINUO
US
LOA
DS
CO
NTIN
UOUS
WIR
E C
OLO
R
LOAD PERPHASE(VA)
PHASE
A B
UNITKVA Q
TY.
DESCRIPTION
LOAD
BLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLKREDBLK
X(10) 1220
SUBTOTALCONTINUOUS
SUBTOTALNON-CONTINUOUS
SUBTOTALSUB-PANEL
0.010
0.000
.410
- -
00
0.1500.400
0
0.1500.200
1
12
SURGE ARRESTOR
WORK LIGHTS
IRRIGATION CONTROLLERBLOCK HEATER
TOTAL KVACONTINUOUS x 1.25
TOTAL KVANON-CONTINUOUS
TOTAL KVASUB-PANELTOTAL KVA
TOTAL AMPS
2468
1012141618202224262830323436384042
29.28
0.150
29.43122.62
-
4.2002.100
SPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACE
GFCI RECEPTACLES
SPACE
BATTERY CHARGERSPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACE
0 10X20
201212
(10)(10) X
0.150
11
0.010.01
2020
12(10)
12(10)XX
0.0100.010SPACE
PURCELL FLX12WS
SPACESPACE
22.100
6.30
EMERSON NETSURE 512CABINET W/ EMERSONNETXTEND -48VDC #1
BLKRED
4.20012.100
2.100X 8 (10) 40 X(10) -60
NOTES:1. ALL WIRE TO BE #12 THHN/THWN UNLESS NOTED OTHERWISE.
COLOR CODE:· AØ = BLACK· BØ = RED·NEUTRAL = WHITE· GROUND = GREEN
2. ALL WORK TO CONFORM TO N.E.C. LATEST STATE ADOPTED EDITION.3. LABEL SERVICE DISCONNECT WITH A RED TAG.4. SWITCH LEG CONDUCTORS SHALL BE THE SAME COLOR AS CIRCUIT
CONDUCTORS.5. PULL WIRES TO END OF FLEXIBLE NONMETALLIC CONDUIT. COIL 3'-0"
AT END OF FLEXIBLE NONMETALLIC CONDUIT & TAG.6. PULL ONE GROUND CONDUCTOR PER FLEXIBLE NONMETALLIC
CONDUIT. FOR ALL OTHER CIRCUITS PULL A SEPARATE CONDUCTOR.7. ALL GFCI RECEPTACLES TO HAVE A DEDICATED GROUND WIRE.8. EQUIPMENT TERMINATION LUGS AND CONDUCTORS ARE RATED AT A
MINIMUM OF 75°C.
KEY:
= PHOTOCELL= MOTION DETECTOR
PCM-#
= CONDUIT GROUND= NON-DEDICATED GROUND= DEDICATED GROUND(#)
= ISOLATED GROUND<#>
SINGLE LINEDIAGRAM &
PANEL SCHEDULE
E-3
PREPARED FOR
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
PROJECT NO:
IT IS A VIOLATION OF LAW FOR ANYPERSON, UNLESS THEY ARE ACTING
UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS
DOCUMENT.
Vendor:
Licensee:
Architect:
AT&T SITE NO:
162.2756
CVL02152
1520 River Park DriveSacramento, California 95815
10/02/20 90% ZD
2600 Camino RamonSan Ramon, California 94583
Issued For:
CVL02152SLAYBACK
RANCH
1731 RESEARCH PARK DRDAVIS, CA 95618
10/20/20 100% ZD10/29/20 100% ZD REV 111/06/20 100% ZD REV 202/16/21 100% ZD REV 3
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