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HomeMy WebLinkAboutR_6064_SCITY OF COSTA MESA UPPER NEWPORT BAY D i "" C-1-1,; "°t< 0' 01' CITY OF IRVINE \JN\l/f.RS\11 ~ B!So,y AVf. BALBOA BALBOA--,,,~~ I-ORO RD 0' & cg, :ffe ,'<' NEWPORT CENTER PRO JECT LOCATIO N VICINITY MAP NOT TO SCALE 'BONITA ,ct-: ;-"" 0 ~ :z PUBLIC WORKS DEPARTMENT BALBOA VILLAGE ENTRY ARCH SIGN E. BAL BOA BOULEVARD AT ADAMS STREET C-7011-1 DATE '3-;;J.l.(-}~ DAVID A. WEBB , P.E., PUBLIC WORKS DIRE CTOR SYMBOL ABBREVIATIONS APPROVED: ___ /}f//,-'--+~~~U.~u=/4i-:_,_·_•--=----=----=-----------DATE 3~ 2r,./(,, -0- @ ® @ tO:l l!ill &} [r,] :¢f-o @ (- r,. p ~ 0 li:ll crl'J ~ cri II] ~/////////,g ---- ---- --4.-- ----S---- -----w----- ----G--- --E-- --T-- -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) MARK vJiOJEVIC, P.E., DEPUTY PWD / CITY ENG INEER POW!:R POLE SEW!:R CLEAN OUT SEW!:R MANH OLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULIL BOX STREET LI GHT WATER VALl/f. GUY \\1RE SURl/f.Y MONU MENT SIGN VAULT 1/f.NT TREE IRRIGATION CONTROL VAL 1/f. CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEW!:R LINE WATER LINE GAS LI NE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCK WALL CALL TOLL FREE 1-800-227-26 00 BEFORE YOU DIG AB AR V ACP AC BC BCR BVC BLK CATV Cl 4. CNB CL CLR C&G E EC ECR EVC EXI ST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO 0G PE PROP PB RCP RE T RT SCH s sea SMH SHT SW s SCE SQ STIL T w w/ AGGREGATE BASE AIR RELIEF VAL 1/f. ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURl/f. BEGIN CURl/f. RETURN BEGIN 1/f.RTICAL CURl/f. BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST/ELECTRIC END CURl/f. END CURl/f. RETURN END 1/f.RTICAL CURl/f. EXISTING FLANGE CYPRESS ST ADAMS ST FLANGED END FLOW LINE FORCE MAIN GAS GATE VALl/f. I I J I E. BALB OA BOU LEVARD v~ GRADE BREAK GROOl/f.D END IRON PIPE AND TAG LEFT MAX IMUM MECHANICAL JOINT V ~ ~ MINIMUM NATURAL GROUND V/ NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END \_ PROJECT SITE. PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEW!:R SEW!:R CLEANOUT SEW!:R MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON LOCAT ION MAP SQUARE NOT TO SCALE STEEL TELEPHONE W!:ST /WATER 111TH BASIS OF BEARINGS : EMERGENCYTELEPHONENUMBERS SOUTHERN CALIFOR NIA GAS COMPAN Y SOUTHERN CALIFORNIA EDISON COMPANY 1----------------------------------------i SBC/AT&T TELEPH ONE COMPANY BENCHMARK: CITY OF NEWP ORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT COX COMMUNICATIONS UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 611-1911 611 (949) 644-301 1 (71 4) 542-6222 (800) 240-1212 (800) 422-4133 NIGHT (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (714) 542-6222 (800) 240-1212 (800) 422-4133 PALM ST j I APPROVAL RECOMMENDED: CITY TRAFFIC ENGINEER DATE: No. 60232 Exp. 06-30-1 CJ l, GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CI Ty'S STANDARD SPECIAL PROVI SIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTI LITIES ARE SHOWN AS PER AVA ILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN TH E FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES, INCLUDING LITHOCRETE SIDEWALK, SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEME TS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRA WINGS TO REFLECT AS CONSTRUCTED CONDITION. FAILURE TO DO SO WILL PLACE RESPONSIBI LI TY OF THE CONTRACTOR FOR CORRECTION AND LI ABILI TY ON ENGINEER OF RECORD. 8. AN Y WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, AND ANY WORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. AN Y WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. ALL ELECTR ICAL WORK SHALL COMPLY WITH THE LATEST AMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL STA TE AND LOCAL CODES. 10. SPLICES SHALL BE MADE IN PULL BOXES BY MEANS OF ENO -TO-ENO CRIMP TYPE CONNEC TORS PER STD -202-L, STD-203-L, AND T&B STA-KON C-TAP , 2D-8 OR PRE-APPROVED EQUAL MULTIP LE WIRE SP LIC ES SHALL CONFORM TO T&B MF SPECIFICATIONS. 11. CONDUIT ENDS SHALL BE SEALED WITH DUCTS EAL OR PRE-APPROVED EQUAL 12. PROTECT EXISTIN G SURVEY MARKERS IN PLACE AS DIRECTED BY THE ENGINEER. 13. CONTRACTOR SHALL NOTIFY THE CITY ELECTRICIAN AT (949) 644-3011 AND CITY IRRIGATION AT (940) 644-3082 AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF ANY ELECTR ICAL WORK AND PRIOR TO ANY REQUIRED INSPECTION. 14. WHERE SIDEWALK REPAIR IS REQ UI RED RESULTING FROM CONTRACTOR'S OPERA TIONS FOR LIGHTING WORK INCLUDING UTILITY POTHOLING AND BORING PITS, THE ENTIRE PANEL (TO NEAREST JOINT) OF SIDEWALK SH ALL BE REPLAC ED AND THE COST FOR SUCH WORK SHALL BE INCLUDED IN THE BID PRICES FOR LIGHTING ANO NO ADDITIONAL COMPENSATION WILL BE ALLOWED THER EFOR. NO SIDEWALK PANEL REPLACEMENT SHALL BE SMALLER THAN 5 FEET WIDE. 15. ALL NECESSARY PAVING REPAIRS TO RESTORE SURFACE TO MATCH ADJACENT AREAS SHALL BE INCLUDED IN THE BID PRICES FOR LIGH TING WORK AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR. TR EN CHES RESULTING IN PAVEMENT WIDTH OF 5' OR LESS SHALL BE REMOVED TO EDGE OF GUTTER OR PAVEMENT JOINT. ALL TRENCH PATCHING SHALL BE ACCOMPLISHED WITHIN EACH STREET /SIDEWALK WITHIN 5 DAYS OF COMPLETION OF WORK WITHIN THAT STREET /SIDEWALK. TRENCHING SHALL ONLY BE ALLOWED IF APPR OVED BY THE ENGINEER. 16. ALL EXISTING SUBSTRUCTURES SHOWN ON PLANS ARE BASED ON AVAILABLE RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT FOR ACCURAC Y AND COMPLETENESS OF ALL SUBSTRUCTURES . 17. CONTRACTOR MAINTENANCE OF CIRCUITS -UPON COMMENCE MENT OF WORK, CONTRACTOR SHALL MAINTAIN EXISTING CIRCUITS AND SHALL REPAIR/REPLACE ANY DAMAGED EQUIPMEN T WITHIN 24 HOURS. 18. ALL EXISTING POLES AND EQUIPMENT SHOWN ON PLANS FOR REUSE SHALL BE PROTECTED IN PLACE OR AS DIRE CTED BY THE ENGINEER. 19. CONTRACTOR'S STAFF SHALL HAVE A VALID "'CALIFORNIA ELECTRICIAN CERTIFICATION " IN POSSESSION AT ALL TIMES. 20. ALL DOUBLE FUSE HOLDERS SHALL BE TRON #H EX-AA PER STD-203-L. THERE IS NO ACCEPTABLE SUBSTITU TE. 21. ALL EXISTING CURBS. LANDSCAP ING AND IRRIGATION SHALL BE PROTECTED IN PLACE. ANY WORK WH ICH AFFECTS THESE ITEMS SHALL BE REPLACED PER CITY REQUI REMENTS. 22. PRIOR TO CO MMEN CING ANY WORK, CONTRACTOR SHALL HAVE ALL MATERIAL SUBMITTALS ACCEPTED AND APP OVED BY THE ENGINEER. 1 TITLE SHEET 2 STREET IMPROVEMENT PLAN 3 SIGN DETAIL SHEET 4 SIGN DETAIL SHEET 5 SIGN DETAIL SHEET 6 SIGN DETAIL SHEET REVIEW!:D: DATE: E 60232 GINEER o,; /-z.1t I ,~ DESIGNED: DRA\\1N: RG RG SL CHECKED: DA TE: EL 3 22 2016 SHEET INDEX C-7011-1 TITLE SHEET BALBOA VILLAGE ENTRY ARCH SIGN E. BALBOA BOULEVARD AT ADAMS STREET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6064-S SHEET 1 OF 6 e ~ GRAPHIC SCALE IN FEET 0 10 2D 40 SCALE: 1 "=20' ADAMS STREET I /' E. BALBOA L__ w- w 5 SLC8062 R26(S) ,C S'S E w w 0 u, -T---r;C.::+::::,.-r fi-r -t>E: EX. OCTA n Cl _E __ r d_@ -T 3' l ,----;- O f-.f---so-0 PROPOSED ARCH SIGN. SEE DETAIL SHEETS 3-6 FOR INSTALLATION . 1 SLC8000 2 SNS, R28(S) E EX. R2B(S) LEGEN D lcal I STALL CONDUCT INTO EXISTING PULL BOX :0: 0 -E - EX. POLE AND TOP OUNTED LUMINAIRE SIGNALIZED I TERSECTION STREET LIGHT CONDUIT --II' --------w Ss ~ I I __) ---w---w E E u :::> E w w w ---E EX. R28(S) 0 "' I I I "' t±:=t:- w I \ I CONSTRUCTION NOTES REMOVE EXISTING STREET LIGHT AND FOUNDATION COMPLETE AS INDICATED. REMOVE SIGN AS I DICATED. FURNISH AND INSTALL #5 F PULL BOX PER CITY STANDARD STD-204-L AND STD -205-L. FURNISH AND INSTALL 1-1/4" PVC SCHEDULE 40 CONDUIT. INSTALL FOUR ( 4) #B INSULATED CONDUCTORS IN EXISTING CONDUIT FROM SERVICE ENCLOSURE, LEAVING 10 FEET OF SLACK IN NEW #5 F PULL BOX, THEN CONTINUING UP TO SU BPANEL BEHIND LO GO SIGN CABINET PER CITY STANDARD STD-205-L. COLOR INSULATION SHALL BE ONE OF EACH: BLACK, RED, WH ITE, AND GR EEN. CONDUIT ENDS SHALL BE SEALED/RE-SEALED WITH DUCTSEAL OR EQUAL. MOD IFY EXISTING SERVICE ENCLOSURE, FURN ISH AND INSTALL 3-POLE CONTACTOR (ABB A63 -30-00-84 110-120 VAC COIL, 65AMP AT 3-PHASE) AN D CONNECT WIRING. INSTALL CITY-FURNI SHED PHOTOELECTRIC CELL SOCKET/BRACKET AS INSTRUCTED BY THE ENGIN EER. FURNISH AND INSTALL SUBPANEL AND FOUR (4) 20AMP 120V CIRCUIT BREAKERS (EATON/CUTLER -HAMMER OR PRE -APPROVED EQUAL) IN NEMA TYPE 4X RATED ENCLOSURE LOCATED BEHIND ''THANKS" LOGO SIGN CABINET. 0 REMOVE TREE/SHRUBS FROM EXISTING PLANTER/TREE WELL. ~ CAP IRRIGATION LATERAL AT EXIT OF PLANTER/TREE WELL. 6 7 --SD- ---T- 3 --- o> ~ -0 C 0 Q. ~ C <1> E g: 0 ~ Q. E .c u ~ <{ >, ~ -C w <1> cn 0 > 0 0 Ll 0 [D (/) st <D 0 <D "' / (/) r-w w "' r- (/) / en C ~ <1> <1> C cn C w / ...... 0 I 0 ...... j ..--/ o il t---0 I .c u '.;;, 1-----------------------i------------------------------------r------=:-:--:-=-==-=-=--=~=:'."'.""'.=~=--=--:-=--:-:-:-:-:--:-=-==-=-------r----------,--;==:;--;:===;:;;----,--------,-;::;:;-;;;:;;;;:;::----:-----,----------------------------;3< EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: REVIEll'ED ~ CALL TOLL FREE 1-800-227-2600 BEFOR E YOU DIG BASIS OF BEARINGS : STREET IMPROVEMENT PLAN ,;;; DAY NIGHT ~ SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 (800) 624-8153 ER LO , RCE 60232 BALBOA VILLAGE ENTRY ARCH SIGN ! SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 (BOO) 611-1911 CIVI ENGINEER 0 l---------------------------------------1 SBC/AT&T TELEPHONE COMPANY 611 611 ANTONY BRINE / / E. BALBOA BOULEVARD AT ADAMS STREET -BENCH MARK : cIrY oF NEwPoRT BEACH uTiuTIEs DIV1sI0N (949) 644-3011 (949) 644-3711 c1TY TRAFF1c ENGINEER ~ 0~~~5~1 icDc!.!.Ac!r!=:E:=o=~=a.=1. .. "="==~-1---------------------~--------1 3?- g~~Ng6M~~~~;JTI~~~TATioN DISTRICT g6u l!~::~~ti g6u l!~::1~ti DESIGNED: RG DRAWN RG SL CIT Y OF NEWPORT BEACH R-6064 -S ~ UND ERGROUND SERVICE ALERT (800) 422-4133 (800) 422-4133 DATE CHECKED DATE ,___ ______ _, c L....------------------l----------------------------....J~-----------------------J----------J--' _____ __,_ ______ __,_ ___ : ___..EL..___3'"'": ,;;,;22 .. 2_0_16..__ __ P_U_B_L_I_C_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T __ .....__sH_EE_T_2_oF_6____.;;, NOTE: SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL COMPONENT DETAILING INCLUDING LED DRIVERS, CUT-OFF SWITCH AND WIRING THROUGH STRUCTURE (INCLU DING CONDUIT IN CONCRETE PEDESTAL & FOOTING.) PAINTS ID CO LOR FINISH DESCRIPTION @ THYME AND PLAC E (G REY-GR EEN) SEMI-G LOSS TO MATCH MATTHEWS MP 16007 (P2) PADDINGTON BLUE SEMI-GLOSS TO MATCH MATTHEWS MP 07327 @ PERLINO BIANCO (IVORY) SEMI-GLOSS TO MATCH MATTHEWS MP 06997 @ PEACHY PINK SEMI-GLOSS TO MATCH MATTHEWS MP 00181 (P5) PLASTIC PUMPKIN (ORANGE) SEMI-GLOSS TO MATCH MATTHEWS MP 00853 @ GUANTANAMO TEAL SEMI-GLOSS TO MATCH MATTHEWS MP 00375 @ WHEAT BERRY (TAN) SEMI-GLOSS TO MATCH MATTHEWS MP 04850 @ SPICE TRADER (BROWN) SEMI-GLOSS TO MATCH MATTHEWS MP 02795 VINYLS ID COLOR FINISH DESCRIPTION ® TANGEAINE(ORAN GE) TRANSLUCENT 3M SCOTCHCAL FILM 3630-84 0Jj) BLUE TRANS LUCENT 3M SCOTCHCAL FILM 3630-36 ® LIGHT EUROPEAN BLUE TRANSLUCENT 3M SCOTCHCAL FILM 3630-147 ACRYLIC ID COLOR FINISH DESCRIPTION (A1) WHITE TRANSLUCENT TO MATCH ACRYLITE 015-2GP WHITE ® IVORY TRANSLUCENT TO MATCH ACRYLITE 047-2 GP IVORY CERAMIC TILE ID COLOR FINISH DESCRIPTION (ID SEA BREEZE (BLUE) SEMI-GLOSS TO MATCH DALTILE COLOR TRENDS 0174 <m ELECTRIC BLUE SEMI-GLOSS TO MATCH DALTILE WALL TILE Q194 00 OCEAN BLUE (BLUE GREEN) SEM I-GLOSS TO MATCH DALTILE WALL TILE Q049 NOTE: SIGN CONTRACTOR TO REFER TO "BALBOA VILLAG E ENTRY GATEWAY SPECIAL PROVISIONS' 'SUPPLEMENTAL' DOCUMENT DATED MARCH 24, 2016 BALBOA VILLAGE ENTRY GATEWAY DESIGN INTENT Date : 3/24/2016 Prepared by: (~t;' ~~.~,~~~.l\}1~~,rrn~~ ' 2952 MAIN ST · SAN DIEGO, CA 92 113 TEL :{619 1239-1335 FAX (619) 235-6018 TILE DETAIL DETAIL SHOULD BE IN COLOR 11 T2 T3 THE SIGN CONTRACTOR MUST VISIT THE SITE AND FULLY INFORM THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, FIE LD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR LOCATION. 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ELECTRICAL FEED TO BE THAU NORTH PEDESTAL ___ ..,..,~--------------------l PRO-P~TY LINE 9 25 '" r EXISTING STREET LIGHT TO BE REMOVED EXISTING TREE WELL TO BE REMOVED \_CURB FACE r PROPERTY LINE --------------------------- 30 THE SIGN CONTRACTOR MUST VISIT THE SITE ANO FULLY INFORM THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS. FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN ANO NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR LOCATION. DETAIL SHOU LD BE IN COLOR SIGN CONTRACTOR TO REFER TO 'BALBOA VILLAGE ENTRY GATEWAY SPECIAL PROVISIONS' 'SUPPLEMENTAL" DOCUMENT DATED MARCH 24, 2016 THE SIGN CONTRACTOR MUST VISI T THE SITE AND FULLY INFORM THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, FIELD VERIFY EXACT LOCATIONS AND CONDITIO NS FOR EACH SIGN ANO NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, OM ISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR LOCATION. c:....-:> z;:; ~ ~ ~;;;g c:::::> :z "' .;, -c,~~ =I--~~·;; •o-___, ...... e c::::, : ,:j:::: c.,::, 0 Z • -' ~..., .:: "'.., c..._::,1--."' -z ,-..'7 :::c w "' a, ::;; z ::3 c.... z--c::c: 0 <. a::;:;;; c:c: ~~2 ◄~ "{" • -...::. 1--2 w 1--2 2 '-" w "' c:, LI.J □ ca: ~ ... j ... s :> LI.J c:C t;;: i 0 '-" ' = >-0 > ... a: .E ca: 1--; 2 = u.J • •. , 6136 '"' 3/24/16 ~·" AS NOTED OESIGIIER JW8 '""' 1 c..--::i Z"'<O ~ "'=;; ---= ... w • -=;';~ I--u .-=-o• •o---1 ,._"' e c= ;::::o~ c:,,:,oz, a<o <•M ~I-·"' _z.,_":' ::c:~;~ c.... z--c::c: o <• a: ::;; ;; c:>:;::::; ◄:',i ~{~ ·~. ~ 1--2 w 1--2 2 '-" w "' c:, LI.J □ ca: ~ ... ... s ; :> w ' ca: ~~ 0 '-" ll = >-0 < ... a: • c:C 1--~ 2 = w • w.o. 6136 om 3/24/16 _, AS NOTED OESIGlltR JWB ,~u 3 E Q. l"'-N N 0 -" 0 C c,, vi -C " E :, C 0 3- 0 0 <( ;3-w (/) <( I D.. z c., uj w 0 / "' .c () L <( >, L -C w " c,, 0 '.> 0 0 ..Cl 0 (D -0 r--- 1 u / (/) ::, 0 w z <( _j _j w u (/) ::;; 8 OJ / ~ u w -, 0 0::: D.. f-z w 0::: 0::: :J u <O ..--I I II) ~E o ,,,., r--. 2 I g u ~ i------------------r-B=-A:-:S:-:-IS::--:-0-::-F -::-B-::-EA:-::R:-:I-NG=-s=-:-------------------,;------:E=-:M-::-E:,:-R=-G=E:-:N-::-C:-:Y-::T:::E:-:-L-:::E-::-P:-:H-::-0..,_N-::E:-::N'-:-,U-:-:M--:-::-BE:,:-R:,:-S.,,----;--------.......,.A=PP=Ro"""vA,...l =RE=co=MM=EN=DE"'"D,----.-------,-::,RE=Vl=EWE=D-, ----.-------------------'-----=-!~ DETAIL SHEET " CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY t--:B=cE=N:-:--=C-,-H'""M..,..A,...,R=-:--:K-: ---------------------------! CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DIS1RICT COX COMMUNICATIONS UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 611 -1911 611 949) 644-3011 714) 542-6222 800) 240-1212 800) 422-4133 NIGHT (800) 624-8153 (800) 611-1911 611 !949) 644-3717 714) 542-6222 800) 240-1212 800) 422-4133 ANTONY BRINE CITY TRAFFIC ENGINEER DATE: No. 60232 . 06-:J0-16 CIV!1.,~ Cf'CAL~ "' L ERi O , RCE 60232 BAL BOA VILLAGE ENT RY ARCH SIGN _g Cl ENGINEER ? / E. BALBOA BOULEVARD AT ADAMS STREET l-'D::.::A~TE"":""""=Oj=/=i-rlf==:=li"""=~+--------------------..----------1 ; DESIGNED: RG DRA\\N: RG SL CITY OF NEWPORT BEACH R-6064-S ~ 1------------1 "' CHECKED: DATE: :, El 3 22 2016 PUB LIC WORKS DEPARTMENT SHEET 3 OF 6 / _______________________ _. ______________________________________ __, ______________________________ .._ _________ _. __________ _._ ________ _. ____ .;;.;;,,._....;;..,;;;;;,_;;;.;;.;.;._ ______________________ .._ ______ __.LL b .,. "' N I 1 ... ,IXl I --'--· ...... ----- 5 1 10 I 2·-6· 6 6 ./ 'THANKS' LOGO . , = ~ \ 'FU N ZONE' LOGO 9 TOP VIEW I . -' SCALE. 1/4 -1 -0" / NOTE: SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY SPECIAL PROVISIONS" 'SUPPLEMENTAL" DOCUMENT DATED MARCH 24. 2016 THE SIGN CONTHACTOR MUST VISIT THE SITE AND FULLY INFORM THEMSELVES AS TO ALL EXISTI NG CONDITIONS AND LIMITATIQrJS, FIELD VERI FY EXACT LOCATIOIJS A,~D CONDITIONS FOR EACH SIGN AND NOTIFY THE CITY IN WRIT ING, OF ANY DISCREPANC IES, OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR LOCATION . NOTE: SIGN CON TRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL COMPONENT DETAILING INCLUDING LED DRIVERS , CUT-OFF SWITCH AND WIRING THROUGH STRUCTURE (INCLUDING CONDUIT IN CONCRETE PEDESTAL & FOOTING.) NOTE: SIGN CONTRACTOR TO RESTORE All HAROSCAPE TO ITS ORIGINAL CONDITION ANO SPECIFICATI ONS. 54 '-0' 5'-0- --~ ~-~~~~ • :::---------... =--,._~ = -- SPEC! FICATIONS [D WELDED STEEL STRUCTURE PER ENG INEERING SPECIFI CATl□rlS (SEE SHT 9): PAINT FINISHED. II] FABRICATED ALUM INUM INTERNALLY ILLUrAINATED REVERSE CHANNEL WHITE LED LETTERS PINrlEO OFF BACK PANEL: PAINT FINISHED II] CARVED SIGN FOAM SHELLS & STARFISH ATTACHED TO UITERNft.LLY ILLUMI· NATED REVERSE CHANNEL WHITE LEO SHAPE PINNED OFF BACK PAN EL : PAINT FINISHED. [I) FABRI CATED ALUMINUM 'FUN ZONE ' LOGO WITH PER IMETER LED LIGHTING, DI ME NSIONAL CUTOUT LETTERS ANO BACK-LIT ACRYLIC FACE WITH VINYL GRAPHICS.: PAINT FINISHED. [[j 'FAIRFAX-FFX' LIGHT FIXTURE AVAILABLE FROM OGS LI GIITING AND CONTROL (858} 514-l OOIJ; WITH CUSTOM GAP ATTACHED (SEE SHEET 6): PAINT FlrJISHED. [fil POURED IN PLACE RElfJFORCED CONCRETE PEDESTAL PER ENGHJEERING SPECIFICATIONS (SEE SHT 9). CLAD WITH TILE AND CONCRETE TRIM CAPS. (SEE DETAI L SHEET 6) [Ij INTERCHANGEABLE BANNER WITH RE MOVABLE BANNER POLES TO BE DETAILED BY SIGII FABRICATOR. (!] FINISH GRADE (ill REMOVABLE ACCESS PANEL TO SERVICE ELECTRICAL COMPO NENTS. (jQ] [DJ WEATHERPROOF ELECTRICAL OUTLETS CONCEALED ON lrlSIOE OF COLUMN SIGN CONTRACTOR TO OESIGli WELDED ATTACHMENT OF WAVES TO ARCH STRUCTURE AND SHOW ON SHOP ORAWIIJGS. :~· .. ,.;; ! ' i • ! ! ! I ....... ·\ . ' ···----····-··· l 7 .,,...,_ ................... _.. ..... _-""L _________________ _,,_ _________________ __,.. ...................... ..__ 3'-0-2-0' ~ "' 2'-53/4' 6' MATCH PLATE -TOP VIEW SCALE: 1/2'=1'-0' ,-----j 3 ,!--'4------1 9 ,_--------j --1 ---,,-----; 3 ': ._ ...... --------' I 0 1 . ~\I :.t:: 9 in "' -- 44 '-0' ENTRY GATEWAY -WEST ELEVATION SCALE. 114"=1 '-0" 2 3 4 5 J - 6 ~ 5 7 r \:::.~ ===⇒-+--ELECTRI CAL FEED TO BE THAU NORTH PEDESTAL UP TO BOTTOM ARCH STRUCTURE MEMBER TO SUBPAIJEL LOCATED BEHIND LOGO SIGN CABINET. COLUMN SECTION VIEW SCALE: 1/l'= 1 '-0' NOTE: NOTE: SIGN CONTRACTOR TO RESTOR E All HARDSCAPE TO ITS ORIGINAL CONDITION AND SPECIFICATIONS. SIGN CONTRACTOR TO REFER TO 'BALBOA VILLAGE ENTRV GATEWAY SPECI AL PROVISIONS' 'SUPPLEMENTAL' DOCUMENT DATED MARCH 24, 2016 2·-0· I 3'-Q" 0 2 4 6 8 10 1I4"=1'-0" SPECIFICATI ONS [j] CAST IN PLACE STEEL RE INFORCED CONC RETE COLUMN ANO FOOTING PER ENGINEERING SPECIFICATIOIIS (SEE SHT 9). [g] WELDED STEEL STRUCTURE PER ENGINEERING SPECIFICAT IONS (SEE SH T 9); PAINT FINISHED. (I] MATCH PLATE FROM STEEL STRU CTURE ATTACHES TO 4 J·BOLTS CAST IN STEEL RE INFORCED CONC RETE COLUMN PER ENGINEERING SPECIFICATIONS (SEE SHT 9). (I] 1 114' ~ SCHEDULE 40 PVC CONDUIT FOR ELECTRICAL CO MPONENTS (RUNS THROUGH ARCH STRUCTURE) (I] COLUMN GLAD IN CONCRETE BOARD AND 4' X 4' CERMIIC TILE :@:fil@ [§J PRECAST CONCRETE TRIM CAP 'M40 R' FROM CONCRETE DESIGNS INC. w 0 [[] PRE CAST CONCRETE BASE "M20 RO BASE" FROM CO,~CRETE DESIGNS INC. FINISH GRADE FI LL WITH NON-SHRINKING GROUT, CROWNED AT CENTER (NO STANDING WATER TO COLLEcn [iQ] 'FAIRFAX-ff)(' 14' LIGHT FIXTURE: H5 OPTICS 110LEO BALLAST; FROSTED GLASS LENSES ANO HOUSE SIDE SHIELD OPTION INSTALLED ON RESIDENTAL SID E OF FIXTURE AWAV FROM STREET. PAINT FINISHED. AVAILABLE FROM DCS LI GHTIN G AND CONTROL (858) 514-4000: SEE 'BALBOA VILLAGE ENTRY GATEWAY SPECIAL PROVISIONS' 'SUPPLEMENTAL' DOCUMENT. HOUSE SIDE SH IELD OPTION TO BE INSTALLED ON SIDE AWAY FR OM STREET.---+- ~ (STREET SIDE) SIGN FABR ICATOR TD DESIGN AND PROVIDE JUNCTION BOX AT EACH STREET LIGHT LOCATION ELECTRICAL--"\ COMPONENTS TO BE ROUTED THRU \ STEEL STRUCTURE. =\=========a NOTE: f'-L-L---L,"4 STREET LAMP OETAI L SCALE: 112'= 1'-0- SIGN CONTRACTOR SHOP DRAWING DETAILS TO INC LUDE ELECTRICAL COMPONENT DETAILING INCLUDING LED DRIVERS , CUT-OFF SWI TCH AND WIRING THROUGH STRUCTURE (INCLUDING COND UIT IN CONCRETE PEDESTAL & FOOTING.) THE SIGN CONTRACTOR MUST VISIT THE SITE ANO FULLY INFORM THEMSELVES AS TO ALL EXI STING CO NDITIONS AND LIMITATIONS, FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN AND NOTIFY THE CITY lfl WR ITING, OF ANY DISCREPANCIES, OMISSIONS , OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGri OR LOCATION. c,--:.~~~ ~ ~;::;:;: c::::, "'.., • -~<:~ 1--u '-'.:~ ===> ::;:: e, '2: ---1 :...:;!~ c:::::::::, ~e x '-"" «, z ::1: "<" "-,,j .~~ -~ -.~t;;;; :::i:::::: :: z r:l c.... z --~=·· c,::i,;;; c:: ~ :;:::J c.,:::, ,.w ..;.J N 1-- ~ r. ~ f-z u.J f-2 z '-" w (/) t!) u.J 0 cc ~ _, .• _, ;;:: 'i > u.J cc ~ "l 0 "' ! ell >-0 _, cc f f-cc z :a ell u.J • •• ,. 6136 ""' 3/24116 ~Cil.E AS NOTED l:'ISllil!U JWB ""' 4 ~ z"""' ~ c:::;::; -~· c::::::::::ll ~ ... .;, -Qj;::i =I--':::::,,;;;; ·~------1 :L '-" ~ c:::I ~ □ ~ c..,-:, "':.-:"'-"<• C~• c......::, ... '.., _z:,..-; :=c """'"' ::.. :z ::l ~ z -- ~o<• "'~;; cc::.->:-,::; = Z=UJ "NC --~ >-z u.J >-z -z "' w er., t:I u.J 0 cc :;; _, ' _, s • ;::,, w ' cc ~~ '-" ! 0 s ell >-• _, a: f f-w cc :z ,~ o::i u.J ! •• ,. 61 36 DAU 3124/16 "'" AS NOTED OESJliNER JWB ,,.n 6 ~ 4' "' -' -a- SPECI Fl CATIONS 3/1!'\-r ' 112' I' 31/2" OJ FABRICATED ALUMINUM INTERIIALLY ILLUMINATED REVERSE CHANNEL WH TE LED LETTERS PINNED OFF BACK -------------o:J®) FACE & RETURNS PANEL; PAINT FINISHED. OJ [I] 3/8" THICK ALUMINUM BACK PANEL ATTACHED TO STEEL ~ / \ --------------{I @ FACE & RETURNS I I I \·--_ __, ®BACK FACE STRUCTURE WITH FLAT ,EAD STAINLESS STEEL SCREWS; OJ PAINT FINISHED. [TI _J/1/1,_\ -I --j_ -----\ ---\~ L A LETTER OET/\IL TYPICAL SCAtE: 1 1!2'= 1'-0' D 5 l.. B SHELL DETAIL TYPICAL SCALE: 1 1/2'=1'-0- STARFISH DETAIL (TYPICAL) SCALE: 1112'=1'-0' o· 4" 8" 12· I CONCEPTUAL SECTION C SCALE: 1112'=1'-0' 3 0 5 WELDED STEEL STR UCTURE PER ENGINEERING SPECIFICA- TIONS (SEE SHT 9); PAI NT FINISHED. m CLEAR ACRYLIC BACK PANEL. [I] 1 t/4' 0SCHEDULE 40 PVC CONDUIT (RUNS THROUGH ARCH STRUCTURE) [I] CAST RESIN FROM CARVED SIGf FOAM SHELL SHAPE SEE SHEET 9 FOR SHELL IMAGE): PAINT FINISHED. (STARFISH SIMILAR) [zJ REVERSE CHANNEL SHELL SHAPE WITH LED ILLUMINATION LED: (TBD) (STARFISH SIMILAR) [fil DECORATIVE STEEL WAVE ELEMENTS ARE WELDED TO STEEL END PLATE. NOTE: 1 1/1"=1 '-0" l" SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL COMPONENT DETAILING INCLUDING LE D DRIVERS, CUT-OFF SWITCH ANO WIRING THROUGH STRUCTURE (INCLUCING CONDUIT Ill CONCRETE PEDESTAL & FOOTING.) Gl----f" I ::..J ----~---::TI ACE & RETURNS 3e---r."lili ii ACK FACE -H-'l+I ---0 -.. -... --. -. -I ·J -----1 6 '-----ELECTRICAL COMPONENTS FOR ______ _, ,.. NOTE: STEEL 'SHELLS" RO UTED THROUGH STEEL STRUCTURE. TRANSFORMERS FOR ALL SHELLS AND STARFISH LOCATED INSI DE LOGO SIGN CABINET. 0 SHELL SECTION DETAIL TYPICAL SCALE: 11 /2'•1'-0" END PLATE GASKETS TO BE USED AT ENTRY POINTS IN STEEL STRUCTURE PER ELECTRICAL CODE. SHELL DETAI L NTS NOTE: E CONNECTION DETAIL TOP VIEW SCALE: 3/4'=1 '-0' SIGN CONTRACTOR TO REFER TO 'BALBOA VILLAG E ENTRY GATEWAY SPECIAL PROVISIONS' 'SUPPLEMENTAL' OCGUMENT DATED MARCH 24, 2016 THE SIGN CO NTRACTOR MUST VISIT THE SITE ANO FULLY IIJFORM THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, FIELD VERIFY EXACT LOCATIONS AND CONDITIONS FOR EACH SIGN AND NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR LOCATION . TAN BACKGROUND BROWN GRAPH ICS & RETURNS 2 P5 LETTERS P6 BACKG ROUND II__... II---' 'FUN ZOIJE' -- LOGO • ' A1;WH ITE ORANGE BLUE LIGHT BLUE PROVIDE REMOVABLE ACCESS PANEL I TO SERVICE SUBPANEL AND ASSOCIATED ELECTRICAL COMPONENTS. / I SPECIFICATIONS OJ FABRICATED ALUMINUM SIGN CABINET WITH SERRATED EDGE; PROVIDE REMOVABLE ACCESS PANEL TO SERVIC E ELECTR ICAL COM PONENTS; PAINT FINISHED. [l I \rill I I I (I] DIMENSIONAL CUT-OUT LETTERS ATTACHED TO FACE OF CABINET. PAINT FIN ISHED. [Ij LED Ml NI MODULES CONCEALED IN CIRCULAR RIM AROUND CABINET TO LIGHT DIMENSIONAL LETTERS. LED COLOR 4500K. WIRIN G TO BE CONSOLIDATED INTO A CABLE FOR EAS E OF SIGN CABINET REMOVAL AND SERVICE ACESS. ROUTE CABLE AT HINGE SIDE. W INTERNALLY ILLUMINATED WHI TE ACRYLIC SIGN FACE WITH TRANSLUCENT VINYL GRAPHICS. ATTACHES TO CAB INET WITH TRIM CAP AROUND PERIMETER ANO IS REMOVABLE FOR CABINET ACCESS. W STEEL ARCH STR UCTURE (PER ENGINEER ING SPECI FICATIONS (SEE SHT 9) , ______ "THANKS" LOGO 11t-------PUSH-TH RU ACRYLIC LETTERS 11-<---+------INTERNAL LED LIGHTING •~-----PROVIDE LEFT-SIDE HINGE MECHANISM ON 'T HANKS ' LOGO SIDE SIGN CABINET FOR ACCESS TO SERVICE ELECTRICAL CO MP ONENTS SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY SPECIAL PROVISIONS" 'SUPPLEMENTAL' DOCUMENT DATED MARCH 24 , 2016 o· 4" 8' 12· NOTE: DETAIL SHO ULD BE IN COLO R LOGO WEST ELEVATION SCALE: 1112'=1 '-0' SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL COMPONENT DETAILING INCLUDING LED DRIVERS, CUT-OFF SWITCH AND WIRING THROUGH STRUCTUR E (INCLUDING CONDUIT IN CONCRETE PEDESTAL & FOOTING.) SECTION VIEW SCALE: t 1/1'a1 '-0' 1112"=1 '-0" c,...,:) Z'"' ~ :! ;; ~ ~"' -·~ =I----~ Q .... z ~-----' "-,._, .'!: C::) ~c~ .,..,, oz • "'-c......:, ~ .... ;:: -:a:,-7 :::::c::: ~~1:l c..... ~;;;:.;:; C::::C::: cc::.!';;; ~§~; • f-z u.J f-z -z "' u.., er., C!) w 0 cc >-_, <I'. • _, sa ;::,, u.J ' < ~r 0 '-" ' o::i >-" _, a: g cc f-~ "' o::i u.J •-•· 6136 ""' 3124116 =r AS NO TED DEl!i!IER JWB ifilU 5 c,.,"':'I z"' .. ~~F.:i ="""'' w --'-';'J::.l 1---.., .-:=, :z;g;; ___. a...., - c::::::::> ~o ~ v-:, ~,-"·-··~ ~ ... ~ -'-· ::::c:: "'"' ~ c..,_~:!::::'. <C ~~~ ~>:;;:J <...!:I z •• -,- f-2 u.J f-z z '-" w er., t!) u.J Cl cc :;; _, • _, s C > u.J 1 cc ~ < • 0 '-" ! o::i >-• _, er cc >-~ 2 ell u.J •• ,. 6136 '"' 3/24116 &~AU AS NOTED DtSl!:IEJ! JWB "'" 7 E a. (D 0 -'" 0 C c,, iii C .2' 1/) .c 0 L <I'. >, L -C w "' c,, 0 5 0 0 Il 0 CD -I --0 r--- 1 ~ 1/) ::::) 0 w z ..,: _J _J w 0 (/) ::, 8 ,. (/) >-0 w --, 0 Q' 0.. >-z w Q' 0:: ::, 0 (0 ..--I I U'l ;= E Q / ,...__ 2 BASIS OF BEARIN GS : I g (..) ~ 1---L---------------------.-----------------------------------------,-------------------1..--_J,--------'!'-------------,-===-=:====-,------------,-:-::==:---------r----------------------------'----==-I § EMERGENCY TEL EPHONE NU MBERS APPROVAL RECOMMENDED: REVIEWED: ~ CALL TO LL FREE 1-800-227-2600 BE FORE YOU DIG DETAIL SHEET -o DAY NIGHT ~ SOUTHERN CALIFORN IA GAS COMPANY (800) 624-8153 (800) 624-8153 ER LO , RCE 60232 BALBOA VILLAGE ENTRY ARCH SIGN _g SOUTHERN CALI FORNIA EDISON COMPANY (800) 61 1-1911 (800) 611 -191 1 CIVIL ENGINEER ~ ...----------------------------------1 SBC/AT&T TELEPHONE COMPANY 611 611 AN TONY BRINE No. 60232 OJ/tor/!, E. BALBOA BOULEVARD AT ADAMS STREET a, BENCHMAR K: CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 1949) 644-3717 CITY TRAFFIC ENGINEER . 06 -30-16 i,.;D,!!.A!.,!!TE"":==--=:.:.=='--l-------------------~-------1~ ORANGE COUNTY SANITATION DISTRICT 1714) 542-6222 714) 542-6222 , ~ DESIGNED: DRAl'IN: R 6064 S fl! cox COMMUNICATIONS 800) 240-1212 800l 240-1212 er:::~~ RG RG SL CITY OF NEWPORT BEACH 1------------l ~ UNDERGROUND SERVICE ALERT 800) 422 -4133 800 422-4133 DATE """ ::, L----------------__,JL------------------------------..l...---------------------..l...-------...L---' -------L---------L-cH_Ec_K_Eo_: _:;:;ELJ..o_A...:~::i.: .:..:22.1..:Z.::o.:.::16.1..-__ P_U;..B_L_I_C_W;_O;;;..;...R;,;_K.;.;S;,,...;;.D....;;E;;..;.P....;.A....;.R;..;..;.T.;,,;M.;,,;E;;;.N...;.....T __ ..i....s_HE_ET_4;.....0F_.;.6__,J ,: ®~~~@~ ~U~rb~@~ o· 4" 8" LOGO · EAST ELEVATION SCALE: 11/2"= 1 '-0" 12" NOTE : LJ SPECIFICATIONS [j] FABRICATED ALUMINUM SIGN CABINET WITH SERRATED EDGE; PAINT FINISHED. W INTERNALLY ILLUMINATED IVORY POP-THROUGH ACRYLIC LETTERS, LIGHTLY SAN DED FACES TO REMOVE GLOSS FINISH; LEO ILLUMINATION. LEO COLOR 4500K. ALUMINUM FACE IS REMOVABLE FOR CABINET ACCESS. DETAIL SHOULD BE IN COLOR r--------PROVID E LEFT-SI OE HINGE MECH ANISM ON 'THANKS• LOGO SIDE SIGN CABINET FO R ACCESS TO SERVICE ELECTRICAL COMPONENTS WIRl~G TO BE CONSOLI DATED INTO A CABLE FOR EASE OF SIGII CABINET REMOVAL ANO SERVICE ACCESS, ROUTE CABLE AT HINGE MECHANISM. SIDE VIEW-THANKS LOGO SCALE: 1112"•1 '-tr NOTE : SIGN CONTRACTOR SHOP DRAWING DETAILS TO INCLUDE ELECTRICAL COMPONENT DETAILING INCLUDING LED DRIVERS , CUT·O FF SWITCH AND WIRING THROUGH STRUCTURE (INCLUDING CONDUIT IN CONCRETE PEDESTAL & FOOTING.) SIGN CONTRACTOR TO REFER TO "BALBOA VILLAGE ENTRY GATEWAY SPECIAL PROVISIONS" 'SUPPLEMENTAL" DOCUMENT DATED MARCH 24, 2016 THE SIGN CONTRACTOR MUST VISIT THE SITE AND FU LLY INFORM THEMSELVES AS TO ALL EXISTING CONDITIONS ANO LIMITATIONS, FIELD VERIFY E)(ACT LOCATIONS AND CONDITIONS FOR EACH SIGN ANO NOTIFY THE CITY IN WRITING, OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS AS THEY AFFECT SIGN DESIGN OR LOCATION. c...--:> -!"""' ~ ::, = 5 t=>'.!:::! j:=:~~'.:!. ==:) ::;: g ~ ____,J "'w ~ c::::> ~.; ~ c:..--:) C:.Z\.i. ~•· c.....;, :!<1:1~ -z,-"': :c::: W Cll c:it ::O:z:~ c::::i... z --c:::c: ~ ~ ~ c:::c: >:;; :i cc=, ..... ,., -« .... ~ r-2 LJ.J r-z -z "' w Cf) ell UJ D < :;;: ...I .. ...I :s: " -• > LJ.J < !;;: '.l • 0 "' l, = >-~ ...I a: ~ < >-~ 2 ~ = UJ :! •• ,. 6136 DATE 3/24/16 "'"' AS NOTED OESIGU~ JWB "'" 8 E CL 0 N N ~ 0 ~ "' D C O> en -C " E Cl C D 3- 0 0 <( ;;- w ~ I 0.. z (!J VJ w 9-,.,., ::, "' C O> en .c t.J ~ <( >, ~ ~ C w Q) "' 0 5 0 0 .Cl 0 rn ~ I ~ ~ 0 ,.... I i ::, 0 w z <( --' --' w u VJ ~ I 0 0 ~ fl' u w , 0 0::: 0.. >-z w 0::: 0::: ::, u "' ..... ~ I I "' ;: E Q / r,-...2 I g u~ 1-------------------r-BA_S_I_S_O_F_B_E_A_R_IN_G_S_: -------------------;----E=-M--=E_R_G_E_N_C_Y_T_E_LE_P_H_O_N_E_N_U_M_B_E_R_S __ __,,,--------,......,.A=PP=Ro=vA,..,...L-="RE,..,..co=M=ME,..,.,ND""'ED,..., ----------.-RE_VI_EWE __ D_: -----,---------------------=-i§, DETAIL SHEET -o CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SOU1HERN CALJ FORNIA GAS COMPANY SOU1HERN CALJFORNIA EDISON COMP ANY 1--------------------------------------1 SBC/AT&T TELEPHONE COMPANY BENCHMARK: CITY OF NEWPORT BEACH UTILJTI ES DIVISION ORANGE COUNTY SANITATION DISIBICT COX COMMUNICATIONS UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (80D) 611-1911 611 (949) 644-3011 1 714) 542-6222 800) 240-1212 800) 422-4133 NIGHT (800) 624-8153 (800) 611-1911 611 949) 644-3717 71 4) 542 -6222 800) 240-1212 800) 422-4133 ANTONY BRINE CITY IBAFflC ENGINEER DATE: No. 60232 . 06-30-16 CIV!\,~ (f'ctJ_.~ ~ ER LO , RCE 60232 BALBOA VILLAGE ENTRY ARCH SIGN ~ amrn~ITT f µD~ATE=: =o=;=/'1.;='l=/i=a1'==-+-----E_. _B_A_LB_o_A_B_o_u_L_E_v_A_R_D_A_T_A_D_A_M_s_s_T~R_E_E_T ____ -1; □EsicNrn, Re DRA'M'-J, RG sL c1TY OF NEWPORT BEACH ,___R_-_60_6_4_-_s_-1 i CHECKED: DATE: C ::, EL 3 22 201 6 PUBLI WORKS DEPARTMENT SHEET 5 OF 6 / .__ _____________________ __._ ____________________________________ __._ ___________________________ ...1.. _________ ...... _________ ...... ________ ...1.. ___ ....;a~-;;;;,.;;;:;L.:;.;;.:.;::.i.. _______ _,;. _____ ...,;,;...,;_.,;,__.;;;... ____ .1-__ ...,;_ __ ...,;_....J C.: 25'-1' Cl:'. w z z <I: <'Cl '( '1 'I) C:.. ~ fS : -L,,,.r/1 ~ ils-r J.i f.tfT> - - rr: .......... ~ -l£r, '-Q(i,0/...U, '-t-J LtG,t,,i,"!"'. f-------------------------------------54'-0'------------------------------------; HSS 6' x 6 ' x 3/16' ST'L. SQ. HSS TYP. 1.,--HSS 2' x 2· x 3 /16 " ST'L. SQ, HSS TYP. f'-4-4--1.5 ' DIA., t = 0.145' ST D. ST'L. PIPE TYP. 1--HSS 6' x 6 ' x 1/4' ST'L. SQ, HSS T YP . r--i-+H---+-+---i A TYP. 36' SQ, CONC . PEDESTAL, f'c=3250 psi (6) #4 TIES TOP 10 ' #4 TIES @ 6 ' D.C. REMAINDER (12) #8 VERTS . -EM BE D 18' I NTO AUGERED FOOT ING. TIE TD VERTICAL BARS IN FO OT ING CAGE . 2 ' CL EARANCE TYP. 1 ,, J "7 1_0 ~11 I l ~cJI I f-\ 1..-'11 r--:, ' NG -'f DPS @ 6' □.C . , . rl ~ v-,,,.v 1.5' BANNER POLES,--++_.,., TYP, HSS 6' x 6' x 1/4'---i ST'L, SQ, HSS T YP, - Cl:'. w z z <I: <'Cl ! W-l-Hr=H -m--r --- TYP. 1/8' r--------, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ---HSS 2' x 2· x 3/16' ST 'L. SQ. HSS TYP. ,------, ' ' 1.5' DIA,, t = 0.145' STD. ST'L. PIPE ' ' ' ' ' ' ' ' ' ' l ' TYP, L---- HSS 6 ' x 6 ' x ST'L. SQ. HSS ©CONNECTION TYP. C (4 PLACES) N,T,S. r------, ------------ 1 I ' ' ' ' ' ' ' ' ' ' ' ' L _______ __,J ------------ OPEN r--------, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '------.J r: --7 ' : ' : ' ' L------l TYP, 1/4' HSS 6 ' x 6' x ST'L . SQ. HSS TYP, ! ------------' ' : ' ' : 1 -----------: 1/4' 3/16' HSS 6' x 6' x 1/4' ST'L SQ, HSS ®CONNECTION TYP, B (4 PLA CES) N,T.S. 26' ~5•~ .--5'--1·- 4 1/2' 4 1/2' --PS @ 12' O.C . J. 9 '-9' R (12> #8 ERTS. 3 ' CLEAR A E TYP. H---CDNSDLIDA TED 1---1--1----1 CD NC , f 'c = 3 2 5 0 psi TYP. 36'J DIA. (__~ • www.yjinc.com ~,~_.-~:--·~ 25379 WAYNE MILLS PL. SUITE 272 . ..-~. VALENCIA, CA. 91355 J_,-·· TEL. (661)259-0700 FAX. (661)259-0900 ELEVA TI □N N,T,S. NOTES : GENERAL: • SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. -ALL WELDING TO BE PERFORMED IN FABRICATION SHOP, BY CERTIFIED • WELDER. NO FIELD WELDING UNLESS SPECIFIED ON PLANS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. PROVIDE FULLY WELDED END CAPS AT OPEN ENDS OF STEEUALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. r ~ r ' ' ' ' ' ' ' ' , 2-Ci,'' tr T-t-\ Co"'~---~ t-'~ I J. 4 i'12· -! ' ' ' ' ' ' C ---- ! c D o l ' ' ' ' ' ' -" C ' ' ' ' ' ' --> --1' iv x 36' MIN. EMBED. GAL V, ST'L, HEADED BDL TS TYP, 2 l /011 fo to~ ,f- 6' I -@ - I -V 4 1/2' r --~ c-7/ ' I ' ' ' ' TYP, I 1/4' ~36'J DIA. 0 V\( '-\ 1.,1' t.:> l \)t-<)t)_,<( i) l j, -i ' ' ' ' ' I I ' ' ©l @ l ' ' ' C ' ' ' ' ____ I HSS 6' x 6' x 1/4' ST'L, SQ, HSS STEEL : DESIGN AND FABRICATION ACCORDING TO 2013 CBC PLATE, ANGLE, CHANNEL TEE , AND WIDE FLANGE: ASTM A36 ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQUIVALENT ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 ALL MACHINED BOLTS SHOULD BE: ASTM A325/A307, BEARING TYPE CONNECTION REINFORCING REBAR: ASTM A615 GRADE 60 DEFORMED BARS ALUMINUM: DESIGN AND FABRICATION ACCORDING TO 2010 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALLOY 6061 -T6 WITH 0.098 LBS PER CUBIC INCH. I ---TYP. WELDING: STEEL DESIGN AND FABRICATION ACCORDING TO AWS 01 .1. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. WELDIN G PER AISC 341-10 E70 XX ELECTRODES FOR SMAW PROCESS, F7X-EXXX ELECTODES FOR SAW PROCESS. ER7 XX ROD FOR GTAW PROCESS. ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT ZERO O' AS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION TEST METHOD OR MFG'S, CERTIFICATION. ALUMINUM ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THEAWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2010 ALUMINUM DESIGN MANUAL. CONCRETE: DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-11 COMPRESSIVE STRENGTH AT 28 DAYS, f 'c=3,250 PSI MINIMUM. CEMENT TYPE II OR IV. W/C RATIO 0.45 BY WEIGHT FOR PIER AND CAISSON FOOTINGS CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH . MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. ,- I ,-,- 0 ~ (,.) BASIS OF BEARINGS: EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: REVIE~ DETAIL SHEET CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SOUTHERN CALIFORN IA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY 1--------------------------------1 SBC/AT&T TELEPHONE COMPANY BENCHMARK: CITY or NEIIPORT BEACK UTILITIES 01V1s10N ORANGE COUNTY SANITATION DISTRICT COX COMMUNICATIONS UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 61 1-1911 611 (949) 644-3011 1 714) 542-6222 800) 240-1212 800) 422 -4133 NIGHT (800) 624-8153 (800) 611-1911 611 !949) 644-3717 714) 542-6222 800) 240-1212 800) 422-4133 ANTONY BRINE CITY TRAFFIC ENGINEER DATE; ____ _ No. 60232 E>p. 06-30-16 ~1@~~ E LO ,RCE 60232 Cl~L ENGINEER DA TE: t)J /-i 'I ,'t' DESIGNED: DRAWN: RG RG SL CHECKED: DA TE: EL 3 22 2016 BALBOA VILLAGE ENTRY ARCH SIGN E, BALBOA BOULEVARD AT ADAMS STREET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6064-S SHEET 6 OF 6 25 I -1" 9'-9' r--------, ' ' ' ' ' ' ' ' ' ' TYP. ' ' ' ' ' ' 1/8' L ________ .J i------------------------------------54'-0'-------------------------------------l ,,,--HSS 2 ' x 2' x 3 /16 ' ST'L. SQ, HSS TYP, < B TYP. c:.: w z z <l: P'.'1 C TYP. ..__ I ,....,,-----LE TT ERS ,.....,,-----L IGHT FIXTURE :~ - \ ' \j_ 3/16' HSS 6' x 6' x 3/16' ST'L SQ. HSS ~HSS 6 ' x 6' x ST'L. SQ. HSS TYP. -' . I ,, V '-' HSS 6' x 6' x 3/16' ST'L. SQ . HSS TYP. HSS 2' x 2' x 3/16' ST'L. SQ. HSS TYP. 1.5' DIA., t = 0.1 45' STD . ST'L. PIPE TYP . HSS 6' x 6' x 1/ 4' ST'L. SQ. HSS TY P. A TYP. 36' SQ , C□NC. PEDESTAL, f 'c =3250 ps i (6 ) 11 4 TI ES TOP 10' 114 TI ES @ 6' □.C . REMAINDER C12) 118 V ERTS. -EMBED 18' INT □ AUGER ED FOO TING. TIE TD V ERTI CAL BARS IN FOO TI NG CAGE. 2' CLEARAN CE TYP. TYP. !l-----1--1-Jtt---F □□TING 11 6 HO OPS @ 6' □.C , TOP 24' 116 HOOP S @ 12' D,C, REMAIND ER (12) 118 V ERTS. 3' CLEARANCE TYP. H>---C □NS □ LID ATE D l-36'J DIA. C □NC , f'c = 3250 psi TYP, ,!I, ~~~\,1~~ 3/22/2016 www.yjinc.com 25379 WAYNE MILLS PL. SU ITE 272 VALENCIA, CA. 91355 TEL. (661 )259-0700 FAX. (661 )259-0900 E L E V A TI □N N.T.S. NO TES : GENERAL: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. ALL WELDING TO BE PERFORM ED IN FABRICATION SHOP, BY CERTIFIED WELDER. NO FIELD WELDING UNLESS SPEC IFIED ON PLANS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WI TH CONCRETE WITH ZINC RICH PAINT, THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. PROVIDE FULLY WELDED END CAPS AT OPEN ENDS OF STEEUALUM. TU BES , MATCH THICKNESS LIKE FOR LIKE. c:.: w z z <l: P'.'1 lcJa=9"7~=•, v ,,.-- 1.5' BANNER P □LES---H--1" TYP. HSS 6' x 6' x 1/ 4'----- ST'L. SQ . HSS TYP. . _3 6'_ DIA, STEEL : DESIGN AND FABRICATION ACCORDING TO 201 3 CBC PLATE, ANGLE, CHANNEL TEE , AND WIDE FLANGE: ASTM A36 ROUND PIPE: ASTM A53 GRADE B OR EQU IVALENT. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQU IVALENT ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 ALL MACHINED BOLTS SHOULD BE: ASTM A325/A307, BEARING TYPE CONNECTI ON REINFORCING REBAR: ASTM A615 GRADE 60 DEFORMED BARS ALU MINUM : DESIGN AND FABRICATION ACCORD ING TO 201 0 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALLOY 6061 -T6 WITH 0.098 LBS PER CUBIC INCH. 2 6' WELDING : STEEL r--------, ' ' 1.5' DI A., t = 0.1 4 5' STD . ST 'L. PIPE I I ' ' ' ' ' ' I ' TYP . J, I 4 J. I 4 J. I L _______ _ HSS 6' x 6' x ST'L, SQ, HS S 1/ 4' ©CO NNEC TIO N TYP. C (4 PL ACES ) N.T,S, r--------, ----------------r------, I I I I ' ' ' :' ' ' ' ' ' I l I I J I I I I I I L--------J ----------------L--------.J □PE N r--------, ----------------, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' L--------.J ---------------- TY P. 1/4' HSS 6' x 6 ' x ST 'L, SQ, HS S TY P. 3/16' HSS 6' x 6' x 1/4' ST'L. SQ, HSS ®CONN ECT I ON TYP, B (4 PL ACES) N.T.S, 26' -5•-~7•~ 4 1/2' r ----, ' ' ' ' ' I t ~ ' ! I I ' ' ' ' ' 1/2 ' ' ' L -- - __ _. I - - r2· - [-:-7 ' I ' ' ©I ' ©I ' ' ' ' ___ _. ~5'~ 4 l/2' ,-------1 L _______ J -- @ -,,,,-,v ' ' ' ' ' ' ' ' ' ' ' ' ' L-----· .J 1' ¢ x 36' MI N. EMBE D, GAL V, ST'L. HEA DED B□L TS TYP , TYP. l"'.1/4 ' HSS 6' x 6' x 1/4' ST'L, SQ. HS S TYP, CONCRETE : DESIGN AND FABRICATION ACCORDING TO AWS D1 .1 . DESIGN AND CON STRUCTION ACCORDI NG TO ACI 31 8-1 1 COMPRESSIVE STRENGTH AT 28 DAYS, f'c=3,250 PSI MINIMUM. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. WELD ING PER AISC 341-1 0 E70 XX ELECTRODES FOR SMAW PROCESS. F7X-EXXX ELECTODES FOR SAW PROCESS. ER7 XX ROD FOR GTAW PROCESS. CEMENT TYPE II OR IV. W/C RATIO 0.45 BY WEIGHT FOR PIER AND CAISSON FOOTINGS ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MIN IMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT ZERO o• AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION TEST METHOD OR MFG'S . CERTIFICATION. ALUMINUM ALL WELDING IN ACCORDANCE WITH THE LA TEST EDITION OF THE AWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2010 ALUMINUM DES IGN MANUAL. CON CRETE MUST BE POURED AGAIN ST UNDISTURBE D EARTH. MAINTAIN A MI NIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. ..... I ..... ..... 0 r--- 1 (.) BAS IS OF BEARI NGS: EMERGE NCY TE LEPH ONE NUM BERS APPROVAL RECOMMENDED: DETAIL SHEET CALL TOLL FREE 1-800-227-26 00 BEFOR E YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY 1-----------------------------------1 SBC/AT&T TELEPHONE COMPANY BENCHMARK: CI TY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTR ICT COX COMMUNICATIONS UNDERGROUND SERVICE ALER T DAY (800) 624-8153 (800) 611-1911 61 1 (949) 644-3011 171 4) 542-6222 800) 240-1212 800) 422-4133 NIGHT (800) 624-8153 (800) 611 -1911 611 (949) 644-3717 f714) 542-6222 800) 240-1 212 800) 422-41 33 ANTON Y BRINE CITY TRAFFIC ENGINEER DATE: No. 60232 . 06-30-16 C/Vl\, ~ c.J;'CAL~ ELO,RCE 60232 CIVI L ENGINEER DATE: OJ/i'l/t, DESIGNED: DRAWN: RG RG SL CHECKED: DA TE: EL 3 22 2016 BALBOA VILLAGE ENTRY ARCH SIGN E. BALBOA BOULEVARD AT ADAMS STREET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6064-S SHEET 6 OF 6