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Home My WebLink AboutT_6066_S" " ~ 8§ vi a I vl a ") ll) a - (/) 2 " u' " " '-' ., ~ C: ., E ~ 0 ,._ .. -a ·-* :,.: ro CONSTRUCTION NOTES (THIS SHEET ONLY) DJ REMOVE EXISTING LUMINAIRE POLE, SERVICE WIRES, AND FOUNDATION COMPLETE. [Ij FURNISH AND INSTALL CANTILEVER POLE WITH 12' LUMINAIRE MAST ARM ON NEW FOUNDATION, EXACT LOCATION OF POLE TO BE DETERMINED IN THE FIELD AND APPROVED BY ENGINEER. SEE SHEET 3 FOR POLE INSTALLATION DETAILS. ~ 0 @] [fil [I] [[] [[] [ill [j] ~ ~ 10 FURN ISH AND INSTALL CHANGEABLE MESSAGE SIGN (CMS) ON NEW CANTILEVER POLE. SEE SHEET 3 FOR CMS SIGN MOUNTING DETAILS. FURNISH AND INSTALL NEW CONDUIT PER CONDUCTOR SCHEDULE. FURN ISH AND INSTALL CAT5E CABLE AND CMS SERVICE WIRES IN CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL NEW #5 PULL BOX. COIL WIRES IN PULL BOX WITH EXTRA 15 FEET FOR SLACK. RELOCATE EXISTING SIGNS ON LUMINAIRE POLE TO NEW CMS POLE. FURNISH AND INSTALL 30-AMP (CMS) BREAKER IN EXISTING TYPE II SERVICE ENCLOSURE. FURNISH AND INSTALL NEW 88W LED LUMINAIRE ON NEW CANTILEVER POLE LU MINAIRE MAST ARM. FURN ISH AND INSTALL STREET LIGHT SERVICE WIRES IN CONDUIT PER CONDUCTOR SCHEDULE. I ABANDON, IF APPLIED TO EXISTING CONDUIT, REMOVE CONDUCTORS. INSTALL NEW CONDUIT IN TO EXISTING PULL BOX PER CITY STANDARD PLAN 204-L SPLICE AND SEAL NEW TO EXISTING CONDUCTORS PER STANDARD PLAN 205-l. EX. 2.s·c, 1-48 SMFO --- TO 30TH STREET J L R/W _ _,.,. CONDUCTOR SCHEDULE AWG OR CABLE CABLE FUNCTION & ffi & & CAT5E CMS COMMUNICATION 1 1 - ' #3 CMS SERVICE 2 2 - 113 CMS GROUND 1 1 - #12 SL SERVICE 2 -2 #12 SL GROUND 1 -1 CONDUIT SIZE 2· 2" 1¾" ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED: (E) = EXISTING. 1 2 1 - - E w 7 r T e \ ~R/W PLANS PREPARED BY: • • 1 ·eris· / 7 -- 3 / R/w-~ 7 w I \ '--.,.;\ I \I 'I ,,,,- r w 7 T 4 5 11 1 \ 4 11 3 DETAIL "A" SCALE 1 ": 1 O' REVIEWED: APPROVAL RECOMMENDED: c[)Q~ z,t;+~(- PAUL FRISUE, RCE 72982 BRAD SOMMERS, RCE 65241 PRINOPAL OVIL ENGINEER T FIRE STATION ·----.- EX. 3"C 5 4 ----] 1 R/W-✓ GRAPHIC SCALE 0 20 30 40 1 INCH -20 FEET I ..____ R/W 60 L I I I I _j_ _J ~-R/W ~-R/W I------,--EX. 2"C, 1-48 SMFO TO BALBOA BOULEVARD I '----R/W CHANGEABLE MESSAGE SIGN INSTALLATION NEWPORT BOULEVARD (SB) & 29th STREET § ~::.c.::1~~;"~,"''"" DESIGNED: EKS DRA~: EKS 1 CITY OF NEWPORT BEACH T-6066-S S :'.:"'/;:"~= CHECKED: DATE: DATE: 9/l(p/z_/ NO. DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 1 OF 4 u'L _______________________________________ L_.:....:. ______________ ,:::::~:::::.... __ ..J. __ _!P~M[FL_l8!L2~20~2:!(1 ---======i.:::....L___::=:..._..i::~==~.:::=:::..------------..L-----.:...:=.:.:...:..:...::..:...::..::.=::..:...::..:..:.:.:.::.:..:..:..__ ____ _J_.:_::::.:__!,__::.:_=..J (/) <'. '( fi' a 25 0 0 ,fl 0 ll:ll i:i 0 " Q:J I -c-., (/) Bi (/) :::, " :,.: Q:J EX. ,.s·c. 1-48 SMFO TO --,..._ NEWPORT BOULEVARD R/W-- 8/Jle 0/j ......... Soul......._ t'v/JRD !- Lu Lu ~ U) a 2 C\J C\J R/W ---------' R/W-- I I I CJ I R/W I PLANS PREPARED BY: • • 1 r1s· CONSTRUCTION NOTES (THIS SHEET ONLY) IJ] FURNISH AND INSTALL 2' CMS POLE ON NEW FOUNDATION, EXACT LOCATION OF POLE TO BE DETERMINED IN THE FIE LD AND APPROVED BY ENGINEER. SEE SHEET 4 FOR POLE INSTALLATION DETAILS. [Ij FURN ISH AND INSTALL CHANGEABLE MESSAGE SIGN (CMS) ON NEW CMS POLE. SEE SHEET 4 FOR CMS SIGN MOUNTING DETA ILS. ITJ FURNISH AND INSTALL NEW PVC CONDUIT PER CONDUCTOR SCHEDULE. [Ij FURNISH AND INSTALL CAT5E CABLE AND CMS SERVICE WIRES IN CONDUIT PER CONDUCTOR SCH EDULE. II] FURNISH AND INSTALL NEW #5 PULL BOX. [[] COI L WIRE S IN PULL BOX WITH EXTRA 15 FEET FOR SLAC K. [Ij FURN ISH AND INSTALL 30-AMP (CMS) BREAKER IN EXISTING TYPE II SERVICE ENCLOSURE. [fil COIL WIRES IN EXISTING SPLICE VAULT WITH EXTRA 15 FEET FOR SLACK . ~ CONNECT CMS CAB LE INTO EXISTING ETHERNET SWITCH IN TRAFFIC SIGNAL CABINET. /f§ INSTALL NEW CONDUIT INTO EXISTING SPLICE VAULT PER CITY STANDARD PLAN 204-L (b I McFADDEN PARKING LOT \ \ EX. 3"C, 1-72 SMFO AND -~ 1-48 SMFO TO LIFEGUARD REVIEWED: PAUL FRISUE, RCE 72982 APPROVAL RECOMMENDED: - BRAD SOMMERS, RCE 65241 PRINaPAL Cl\1L ENGINEER HQ (NEWPORT PIER) CONDUCTOR SCHEDULE AWG OR CABLE CABLE FUNCTION & & CAT5E CMS COMMUNICATION 1 1 fl6 CMS SERVICE 2 2 fl6 CMS GROUND 1 1 6 SMFO IN 12/10 MICRODUCT E1HERNET CIRCUIT -1(E) #10 GREEN WIRE lRACE WIRE 1 1(E) CONDUIT SIZE 2· 1.S"(E) ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS 01HERWISE SPECIFICED: (E)=EXISTING --R/W ~-R/W --EX. 3"C, 1-48 SMFO TO MARINA PARK --R/W BALBOA BOULEVARD ---------w - 'C,;w GRAPHIC SCALE 0 20 ~----30 40 60 1_1-----41 1 INCH = 20 FEET CHANGEABLE MESSAGE SIGN INSTALLATION BALBOA BOULEVARD & 21th STREET i;J uooc=""""ffl"',s"'""° DESIGNED: DRAWN: CfTY OF NEWPORT BEACH T 6066 S t:: Sama Aru>. CA 9271lSa551 EKS EKS , J J -- O ;~~/::/~i=~ CHECKED: DATE: DATE: el//&/~/ fi'L _______________________________________ L ________________ .::::::::::::::::_ __ _L ____ P~M[FL___!8!82~2~02W1L _ _:~::::::=~~==:.i.:N~0-_1__:D~A~TE=--~D'.:ES:C:Rl::_PTI::;:O:N~O:F_::R:=;EV1::;s:I0:NS:_ ____________ L ____ _:P_::U:::B:::L:IC::..:,W:,:O:_:R_::K:S::.::D:::E:::P::..A:R:_:T_::M:::E::N.:T:_ ____ _j.:s::HE~E~T~2~o:.F~4~ r-o7· ( ~ 0 SHEET METAL MESH COVER 0 0 LEOTEK COBRAHEAD FIXTURE SEE DETAIL 7 -LUMINAIRE ARM ATTACHMENT DETAIL 0.2391" THICK, TAPERED (0.14"/FT) STEEL ARM 13" x 10.76" x 16' (FROM BOTTOM OF SIGN ARM BASE PLATE) ~_SIGN TO BE MOUNTED NO MORE THAN 6" FROM END OF SIGN ARM MESSAGE SIGN MOUNTING ANGLE 3.5" x 3" x 0.31" x HEIGHT OF SIGN (2) 5/8-11 UNC x 8.5" HEX HEAD BOLT W/WASHER & HEX NUT 0.5" DIAM. PIN THRU CLAMP & ARM SHAFT- SECURE W/COTTER PIN- HOLE IN SHAFT FIELD DRILLED § 0.375" X 3" WIDE CLAMP § SIGN ARM SHAFT I SEE DETAIL 1 - WRING TENON DETAIL 4" X 3" X 0.375" FORMED ANGLE W/SLOTS (2) 5/8-11 UNC x 8.5'' 0 HEX HEAD BOLT W/WASHER & HEX NUT FIG A-A MOUNTING ANGLE 3.5" x 2.5" x 0.31" x HEIGHT OF SIGN (2) 5/8-11 UNG x 8.5" HEX HEAD BOLT W/WASHER & HEX NUT 0.5" DIAM. PIN THRU CLAMP & ARM SHAFT- SECURE W/COTTER PIN- HOLE IN SHAFT FIELD DRILLED 0.375" X 3" WIDE CLAMP 2.88" X 3.75" X 0.229" FORMED ANGLE W/SLOTS (2) 5/8-11 UNC x 8.5" HEX HEAD BOLT W/WASHER & HEX NUT I I I I I I I I A A SEE DETAIL 3 - HAND HOLE DETAIL EXTRUDED ALUMINUM BASE COVER • '· l ,:. • . . .. . .. .. ,i ... .. ... SEE DETAIL 2 - ARM MOUNTING D TAIL . A .... .. . SEE DETAIL 4 -BASE PLATE DETAIL • -~ --~SEE DETAIL 5- • • FOOTING DETAIL A . . •. ... •. A.-• · .. • a • • SEE DETAIL 6 - ANCHOR BOLT DETAIL BACK OF SIGN AND SIGN MOUNTING BRACKETS COVERED BY SHEET METAL MESH SHEET METAL MESH COVER MOUNTING VIEW OF BACK OF MOUNTED SIGN REV. REV# ~ 72" I u LI I " A STANDARD PIPE FIRST WIRING TENON 72" FROM BOTTOM OF SIGN ARM BASE PLATE; SECOND WIRING TENON 90" FROM BOTTOM OF SIGN ARM BASE PLATE 1. 75" .25 PERAWS 0.44" DIAM. THROUGH HOLE DETAIL 1 -WIRING TENON ~+--21.25"--+-25.5" BOLT CIRCLE 1.75" -,- C') r-- 2.5" DIAM. ACCESS HOLE 0 -a i X 1.25" x 5" HE HEAD BOLTS E I I ~ 1.75"_/J ~ , DETAIL 2 -SIGN ARM MOUNTING NOTE: 0.5" NUT HOLDER WITH FASTENERS FOR GROUNDING WILL BE SUPPLIED; LOCATED@ 180° FROM HANDHOLE .63" .63" 0.25" THICK H.R.M.S. HANDHOLE MOUNTING BAR POLE SHAFT WALL DETAIL 3 -HAND HOLE 4.63" TYP •. 25 PER AWS 5/16-18 X 2" STAINLESS STEEL FLAT HEAD SCREW HANDHOLE COVER - 11 GA. H.R.M.S. W/COUNERSUNK HOLE 5. 5" 7. 3" 0.25" 0.25" TYP. DETAIL 7 -LUMINAIRE ARM ATTACHMENT SOUTH COAST LIGHTING & DESIGN 1101 VIA CALLEJON, STE. 200, SAN CLEMENTE, CA. 92673 1 z ::iE I-z w ::iE 0 w Ill ::iE w si-,- 1" VOICE -949.276.8850 I FAX -949.276.8855 SALES@SOUTHCOASTLIGHTING.COM I WWW.SOUTHCOASTLIGHT/NG.COM DUE TO CONTINUING IMPROVEMENTS, SOUTH COAST LIGHTING & DESIGN, INC RESERVES THE RIGHT TO CHANGE DIMENSIONS, DESIGNS, AND CONSTRUCTION FROM THAT WHICH JS SHOWN IN THIS BROCHURE. CONTACT FACTORY FOR DETAILED ENGINEERING DRAWINGS REVISION NOTE ADDED EBC , LEOTEK FIXTURE & INCREASED POLE HEIGHT ~---22"---- 0 I 3"TYP. 0 2" BOLT HOLE 22" BOLT CIRCLE 16" POLE BASE DIAMETER M (T +.25) x T .19 30° T =TUBE THK. 0.25" THICK BACK UP RINGS DETAIL 4 -BASE PLATE (14) -#9 BARS EQUALLY SPACED SEE DETAIL #4 -ANCHOR BOLTS 1.75"---~ SEAL WELD SECTION A-A (4) 1.75" X 84" X 6" ANCHOR BOLTS WITH (2) HEX NUTS & (2) FLAT WASHERS PER BOLT ASTM-A36 FULLY GALVANIZED A N-,-Lt:) @co (/)a:: WW -s 1-0 t_J A FINISH GRADE ______ CONDUIT BY OTHERS --------(14) -#9 BARS EQUALLY SPACED tr--t11Hl-l--:3" TYP. 3"TYP. DETAIL 5 -FOOTING DETAIL DETAIL 6 -ANCHOR BOLT (3) 0.63" X 1. 75" LONG HIGH STRENGTH HEX HEAD BOLTS SALES: * ALL HARDWARE GALVANIZED TO ASTM-A153 * ALL STEEL ASSEMBLIES GALVANIZED TO ASTM-A123 * ALL WELDS IN ACCORDANCE WITH AWS WELDING CODE * ALL ANCHOR BOLTS TO BE F1554 GRADE 55; MINIMUM YIELD 55 K.S.I. * ALL POLES RATED FOR 100 MPH WIND * ALL POLES GALVANIZED FINISH ONLY FINISH & MATERIAL SPECIFICATIONS DRAWN BY: J.G. CATALOG#: SRT-16003125-225 16-CMS DATE CHECKED BY 5.10.21 R.R. in r--- DATE: 5.04.21 PRODUCTION: CUSTOMER: PROJECT NAME: NEWPORT BEACH OVERHEAD SIGN FINAL: C.O. NEWPORT BEACH DRAWING NUMBER: SHEET: J-050421-1 S 3 OF4 EXTRUDED ALUMINUM BASE COVER SEE DETAIL 1 -BASE ___ / PLATE DETAIL I ro I / / " ,.----------L---11---~~ CONCRETE BASE: CONCRETE TO BE MINIMUM 3000 PS.I. IN 28 DAYS, POURED IN NATURALLY COMPACTED EARTH HOLE FREE OF LOOSE DIRT OR DEBRIS ------- / 8" SCHEDULE 80 ~ DAKTRONICS CMS SIGN -8' 6" ACROSS V (8.625" 0.0.) SMOOTH STEEL POLE SHAFT 36" DIAMETER / FOUNDATION I'-C---.~ (4) 1.25", 42" ANCHOR BOLTS; '---SEE DETAIL 2-ANCHOR BOLT DETAIL ':-,.... r--..-----n-.1....... .. --------,, -- r---..r--... -CONDUIT FEEDER PER PLANS I ............_......._ __ (8) #8 VERTICAL REBAR WITH #8 TIES ON 18" CENTER LINE GRADE I ., 0 I N ..... . REV. REV.# A 1 ---------- I 12" I (4) 1.375" X 2" -------' ' -..------BOLT HOLE Gr 12" BOLT \ CIRCLE ----, r--__ 8.625" POLE BASE 0 DIAMETER _/ ~ 1" BASE PLATE AWS D.1.1 I TUBE V THK. l-----~--,I 36,000 K.S.I. YIELD DETAIL 1 -BASE PLATE SALES: SOUTH COAST LIGHTING & DESIGN REVISION NOTE UPDATED PER CUSTOMER COMMENTS DATED 5.07.21 (4) 1.25" X 42" ANCHOR BOLTS WITH (2) HEX NUTS AND (2) FLAT WASHERS PER BOLTON A 0.375" THICK SQUARE PLATE I "\ rr-1 .25" rf'1 DETAIL 2 -ANCHOR BOLT DRAWN BY: CATALOG#: J.G. 8SCH80-12-CMS DATE 5.10.21 CHECKED BY R.R. DATE: 5.05.21 1101 VIA CALLEJON, STE. 200, SAN CLEMENTE, CA. 92673 VOICE -949.276.8850 I FAX -949.276.8855 SALES@SOUTHCOASTLIGHTING.COM I WWW.SOUTHCOASTLIGHTING.COM DUE TO CONTINUING IMPROVEMENTS, SOUTH COAST LIGHTING & DESIGN, INC RESERVES THE RIGHT TO CHANGE DIMENSIONS. DESIGNS, ANO CONSTRUCTION FROM THA T WHICH IS SHOWN IN THIS BROCHURE. 1-P_R_O-DU_C_T_IO_N_: ---i CUSTOMER: PROJECT NAME: NEWPORT BEACH CENTER MEDIAN SIGN FINAL: C.O. NEWPORT BEACH DRAWING NUMBER: SHEET: CONTACT FACTORY FOR DETAILED ENGINEER/NG DRAWINGS J-050521-2S 4 OF4