Laserfiche WebLink
mobility corp. <br />SHEET TITLE <br />SHEET NUMBER <br />DRAWN BY: <br />CHECKED BY:JM <br />SD <br />1452 EDINGER AVE. <br />TUSTIN, CA 92780 <br />PROJECT NO: <br />AT&T SITE NO:CLL01580 <br />12844670 <br />90% CD'S FOR REVIEW <br />EXPIRATION DATE: 06/30/2027 <br />DATE SIGNED: 04/21/2026 <br />APPLICANT: <br />CLL01580 <br />FAIRVIEW BUSINESS PARK <br />2500 & 2500 3/4 S FAIIRVIEW ST. <br />SANTA ANA, CA 92704 <br />SD04/09/2025A <br />ENGINEER: <br />A-3.2 <br />PLANS PREPARED BY: <br />95% CD'S FOR REVIEW DS11/04/2025B <br />100% CD'S FOR SUBMITTAL DS12/02/20250 <br />100% CD'S REV - CODE DS04/21/20261 <br />NEW ANTENNA PLAN 1 <br />A-3.2 <br />NE <br />N <br />E <br />SESW <br />W <br />NW <br />S <br />NEW ANTENNA PLANS <br />ANTENNA RF SCHEDULE <br />NOTES: <br />1.GENERAL CONTRACTOR TO REMOVE <br />EXISTING ANTENNA SKEW (IF ANY). <br />2.EXISTING ANTENNAS/EQUIPMENT BY <br />OTHERS NOT SHOWN FOR CLARITY. <br />3.EXISTING MONOEUCALYPTUS <br />BRANCHES NOT SHOWN FOR <br />CLARITY. <br />RFDS ID 34994 <br />RFDS REV PRE-CONSTRUCTION <br />RFDS DATE 01/31/2025 <br />NEW AT&T ANTENNA <br />STACKED ABOVE <br />(1 PER SECTOR, 3 TOTAL) <br />1,2 <br />D-1 <br />NEW AT&T 2-7/8" O.D. x 10'-0" <br />LONG PIPE MAST <br />(1 PER SECTOR, 3 TOTAL) <br />1'-0" <br />CLR. <br />(E) AT&T DC9 SURGE <br />PROTECTORS, (3 TOTAL) <br />(E) MONOEUCALYPTUS, TYP. <br />A1 <br />A2 <br />A3 <br />A4 <br />B1 <br />B2 <br />B3 <br />B4 <br />C4 <br />C3 <br />C2 <br />C1 <br />(E) AT&T AIR6449 B77D <br />ANTENNA MOVED DOWN AND <br />RELOCATED, <br />(1 PER SECTOR, 3 TOTAL) <br />2'-0 <br />" <br />TYP <br />. <br />FINAL RF SCHEDULE <br />SECTOR ANTENNA MODEL NUMBER AZIMUTH RAD <br />CENTER RRU MODEL NUMBER SURGE PROTECTION <br />MODEL NUMBER <br />A1 NNH4-65C-R6-V3 100°55'-0"8843 B2/B66A / 4449 B5/B12 <br />DC9-48-60-24-8C-EV <br />A2 AIR6419 B77G <br />AIR6449 B77D 100°±57'-10" <br />±54'-0" <br />INTEGRATED <br />INTEGRATED <br />A3 80010966 100°55'-0"4478 B14 <br />A4 QS8658-3 100°55'-0"RRUS-E2 B29 / RRUS-32 B30 <br />B1 NNH4-65C-R6-V3 220°55'-0"8843 B2/B66A / 4449 B5/B12 <br />DC9-48-60-24-8C-EV <br />B2 AIR6419 B77G <br />AIR6449 B77D 220°±57'-10" <br />±54'-0" <br />INTEGRATED <br />INTEGRATED <br />B3 80010966 220°55'-0"4478 B14 <br />B4 QS8658-3 220°55'-0"RRUS-E2 B29 / RRUS-32 B30 <br />C1 NNH4-65C-R6-V3 340°55'-0"8843 B2/B66A / 4449 B5/B12 <br />DC9-48-60-24-8C-EV <br />C2 AIR6419 B77G <br />AIR6449 B77D 340°±57'-10" <br />±54'-0" <br />INTEGRATED <br />INTEGRATED <br />C3 80010966 340°55'-0"4478 B14 <br />C4 QS8658-3 340°55'-0"RRUS-E2 B29 / RRUS-32 B30 <br />"B" <br /> <br />S <br />E <br />C <br />T <br />O <br />R <br /> <br />@ <br /> <br />220 <br />° <br />"A" SECTO <br />R <br /> <br />@ <br /> <br />100° <br />"C <br />" <br /> <br />S <br />E <br />C <br />T <br />O <br />R <br /> <br />@ <br /> <br />34 <br />0 <br />° <br />2'-0 <br />" <br />TYP <br />. <br />2'-0 <br />" <br />TYP <br />. <br />(E) AT&T NNH4-65C-R6-V3 <br />ANTENNA RELOCATED, <br />(1 PER SECTOR, 3 TOTAL) <br />(E) AT&T 80010966 ANTENNA <br />RELOCATED <br />(1 PER SECTOR, 3 TOTAL) <br />(E) AT&T QS8658-3E ANTENNA <br />RELOCATED <br />(1 PER SECTOR, 3 TOTAL) <br />(E) AT&T RRUS-32 B30 RRU RELOCATED, <br />(1 PER SECTOR, 3 TOTAL) <br />(E) AT&T RRUS-E2 B29 RRU RELOCATED, <br />(1 PER SECTOR, 3 TOTAL) <br />(E) AT&T 4478 B14 RRU RELOCATED, <br />(1 PER SECTOR, 3 TOTAL) <br />(E) AT&T 8843 B2/B66A RRU RELOCATED, <br />(1 PER SECTOR, 3 TOTAL) <br />(E) AT&T 4449 B5/B12 RRU RELOCATED, <br />(1 PER SECTOR, 3 TOTAL) <br /> ROTATED EXISTING SECTOR <br />MOUNTS TO REMOVE ANTENNA <br />SKEWS (TYP. FOR ALL SECTORS) <br />NOTES: <br />1.ROTATE COLLAR COUNTER <br />CLOCKWISE ARMS ORIENTATED TO <br />AZ AS DESIGNED 100, 220, 340 <br />TEP MA RECOMMENDATIONS <br />1)IF THE LOAD DIFFERS FROM THAT DESCRIBED IN TABLE 2 (PER DETAIL 5/D-1) ARE FOUND <br />TO BE INVALID, ANOTHER STRUCTURAL ANALYSIS SHOULD BE PERFORMED. <br />2)THE MOUNT AND ITS CONNECTION HAVE SUFFICIENT CAPACITY TO CARRY THE PROPOSED <br />LOADING CONFIGURATION. IN ORDER FOR THE RESULTS OF THIS ANALYSIS TO BE VALID, <br />THE MOUNT MODIFICATIONS LISTED BELOW MUST BE COMPLETED: <br />(3)SITEPRO P30120, 2.5 SCH.40 X 10'-0" MOUNT PIPES (CONMAT ITEM NO. ANT.16008) <br />(6)SITEPRO FCX45-U UNIVERSAL CROSSOVER PLATE KITS (CONMAT ITEM NO. ANT.56006) <br />CROSSOVER PLATE KITS <br />(2 PER SECTOR, 6 TOTAL) <br />6 <br />D-1