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HomeMy WebLinkAboutR_5900_SCITY OF COSTA MESA "-1~ ~Cl 3'a If' VICTORIA ST P,a,c,r,c VICINITY MAP NOT TO SCALE Is: ffi , . • ,t~.'.'- i I I ' , ····· -I}''.•·•· :,,-' ~'; ' ~:6(-,_ '(,'/,;;· .-.,,. •· .:: .•• \:,c:.., n-...2-.. . -·• .. .... .. ~,;;,,,,,, \\~~~'~>:::.::;_-::-:.:::.= .. _~ ' ::-:<:·:, -~-~:-~~L-:.,,,_ .. _. --:: .'.>-:: .. :.-:.-_:··:·---• -·· ·.:/ ··ii··. ::,~2-~_ •• • fiv,,,\i ;:: ~\ ROJECT > • t~\ LOCATION CITY OF IRVINE UNl\lERSliY SYMBOL LEGEND ABBREVIATIONS POWER POLE SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER BOX & SERVICE GAS METER VALl/f. POWER POLE ANCHOR MONUMENT -x-x-x-fENCE ==== BLOCKWALL 0 TREE SHRUBBERY ASPHALT PAVEMENT ;:; :;:::;:;;\:]:; BRICKWALK I. ,: ;_:·: :I CONCRETE b~ BUILDING EXlSTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ___ Ir_ ___ CENTERLINE ----S----SEWER LINE -·---W---·-WATER LINE ---G - - -GAS LINE --E --PO\\tR LINE -TEL -TELEPHONE LINE -CATV-CABLEVISION LINE -SP --SPRINKLER SYSTEM STREET LIGHT I=-.::j GARAGE OPENING * SPRINKLER :;r-..... ·p :r1, ,,~,''.' J' 'ti) , ·v{ ,:1 :.n ~-' 1\, AC AP BC BCR C&G EC ECR EPB FS IGV ASPHALT CONCRETE ANGLE POINT BEGIN CURVE BEGIN CURB RETURN CURB & GUTTER END CURVE END CURB RETURN ELECTRICAL PULLBOX FINISHED SURFACE IRRIGATION VAL VE LT LEFT MOC MIDDLE OF CURVE NPBPWD CITY OF NEWPORT BEACH PUBLIC WORKS DEPT OCSD ORANGE COUNTY SANITATION DISTRICT RT RIGHT PCC POINT OF COMPOUND CURVE POC POINT ON CURVE PRC POINT OF REVERSE CURVE SW SIDEWALK SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TC TOP OF CURB TS TRAFFIC SIGNAL BENCHMARK SEE SHEET 4 BASIS OF BEARINGS SEE SHEET 4 PROJECT TEAM CIVIL ENGINEER CIVIL WORKS 3151 AIRWAY AVE S-2 COST A MESA, CA 92525 (714) 955-9060 EMERGENCY TELEPHONE NUMBERS DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE 2004 EDITION OF THE CITY OF NEWPORT BEACH STANDARD PLANS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION (GREENBOOK), CALTRANS STANDARD PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF LOCAL STREETS AND ROADS, 2002 EDITION. 2. PUBUC AND PRIVATE UTILITIES AND THE ACCOMPANYING SUBSTRUCTURES SHOWN ON THESE PLANS ARE FROM AVAILABLE PUBLIC DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES ANO SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS. DAMAGE TO SUCH RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. ALL UNDERGROUND UTILITY AND OTHER SUBSURFACE WORK SHALL BE COMPLETED PRIOR TO COMPLETING THE FINAL SURFACING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT, (949) 544-3.311, 48-HOURS PRIOR TO ANY ROAD CLOSURE AND/OR DETOUR, 5. CONSTRUCTION SURVEY WORK FOR THE LINES AND GRADES FOR CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PUBLIC WORKS DEPARTMENT IMPROVEMENTS 6. ALL PLANTS AND PLANTERS SHALL BE PROTECTED AT ALL TIMES UNLESS OTHERWISE NOTED. LIDO LIMIT OF CONSTRUCTION LOCATION MAP SCALE: 1'' = 40' ISLE ENTRY LIDO / ISLE VIA LIDO VIA ANTIBES ASSOC! A Tl ON R.C,E. NO. 36106 wLPak1~ CITY ENGINEER R.C.E.~967 / / \\ . DATE: -'-/!.J/ /2'-'2'-'e~/._:c_,,.S-:__ I , DA TE: -''-"-' /_,_, o"'-Jt'-"'a,_,5"'::____ , i DRAWING INDEX SHT. # 1 2 3 4 5 6 7 8 SHEET TOTAL: 10 COVER SHEET TRAFFIC CONTROL PLAN PLANTING NOTES & DETAILS PROJECT CONTROL CONSTRUCTION DETAILS SIGNING AND STRIPING a MONUMENT SIGN MONUMENT AND ACTIVITY SIGN GEOTECHNICAL REPORT CONSTRUCTION WORK SHALL FOLLOW AND MEET THE REQUIREMENTS OF THE PROJECT GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER: COi CONSTANT & DICKEY PH# (714)630-5855 PROJECT NO. 2004-074 COi Reports (now GLA PN: 2004-074) for Lido Island improvements for MetroPointe Engineers: Proposed Lido Island Street Improvements, Vio Lido and Via Antibes, Newport' Beach, CA, COi PN: A04-119, doted Moy 5, 2004 There was also and addendum issued: Addendum, Proposed Lido Island Street Improvements, Via Lido and Via Anlibes, Newport Beech, CA, COi PN: A04-119, doled Moy 21, 2004 7. CONTRACTOR TO REQUEST IRRIGATION SHUT DOWNS (IF NEEDED) A MINIMUM OF 48 HOURS IN ADVANCE. CONTRACTOR IS FULLY RESPONSIBLE FOR ANY PLANT DAMAGE CAUSED BY HIS REQUESTED IRRIGATION SHUT DOWNS. 8. CONTRACTOR SHALL KEEP ALL PLANTERS CLEAR OF HIS EQUIPMENT AND MATERIALS AT ALL TIMES, 9. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 10. NUVIS HAS TAKEN CARE TO RESEARCH APPLICABLE CODES AND REQUIREMENTS IN PREPARING THESE DRAWINGS AND IS NOT RESPONSIBLE FOR CHANGES TO SUCH OCCURRING AFTER AGENCY APPROVAL OR DURING INSTALLATION. 11. AS R[Q\:JESTED BY THE CITY/0\\IJiJER, ~~U1AS WILL VISIT Tl IE Sl+E AT l ►HERVAL5 AF'F'ROF'RIAfE fO fl IE 3fAc;E OF CON3fRUCflON fO REVIEW fHE: F'ROc;!lE:33 Al~tl OUALITY OF 'NORI( AIIB "FO DETERMINE IN GENERAL IF Tl IE 1.'.'0RIE 15 BEING PERFORMED IP! ~. MA!l!lER INDICATl!IG Tl IAT Tl IE WORIE, l'n IE!I COMPLETES, '.'ALL BE IN SUBSTAN+IAL cmlFORMANCE ','~Tl I fl IE C9'lS+RUCTlml BOCUMENTS. II01'/EVER, NU't'lS ',\'ILL NBT MAIEE El!I IAUSTI\IE OR CONTINUOUS ON SITE INSPEC"FIOtl "FO CIIECI( QU~,UTY oi:: Tl-IE' \\!Oi:IK. OMIT 12. NUVIS IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. NUVIS IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES. OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 1.3. THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY NUVIS FOR THE COMPLETION OF THE WORK OR THE QUALITY OF PERFORMANCE OF THE CONSTRUCTION CONTRACTOR(S). 14. IN THE EVENT CITY/OWNER CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS, SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY NUVIS, CITY/OWNER RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF NUVIS. IN ADDITION, CITY /OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD NUVIS HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE) ARISING FROM SUCH AL TERA TIONS, 15. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF SUCH UTILITIES. IN CALIFORNIA AND NEVADA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-227-2500 PRIOR TO PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY /ORGANIZATION. 16. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WC:,RK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. 17. CONTRACTOR SHALL BE RESPONSIBLE TO THE CITY/OWNER FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONSTRUCTION CONTRACT. 19. CONTRACTOR SHALL OBTAIN AND PROVIDE CITY APPROVAL FOR TRAFFIC CONTROL AND ACCESS IN ACCORDANCE WITH THE 'WORK AREA TRAFFIC CONTROL HANDBOOK' (WATCH) 20. CONTRACTOR SHALL REPLACE MANHOLE FRAME AND COVERS, SEWER MAIN CLEANOUTS AND WATER VALVE FRAMES AND COVERS PER CITY OF NEWPORT BEACH STD-511-L, UNLESS OTHERWISE SHOWN. 21. CONTRACTOR SHALL ADJUST CITY UTILITIES (E.G. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MH'S) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 22. SEE SHEET 5 PROTECT IN PLACE STREET LIGHT CONDUIT AND SEWER MAIN. ....-----------~----~-~~------------.--~-----~-------.------------.--------::--------.-----------------1 APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED REVIEWED BY COVER SHEET PREPARED BY: ESIGNED R~rA.m~ .......... ~ LIDO ISLE ENTRY VIA LIDO / VIA ANTIBES TRANSPORTATION ANO GENERAL SERVICES DIRECTOR PRINCIPAL OVIL ENGINEER DEVELOPMENT SERVICES MANAGER R.C.E. NO. 43003 APP'D. ,-R.C.E. NO. 22045 CITY OF NEWPORT BEACH R-5900-S DATE //~18_-c:>S-DATE Noll!!M\ir.-101 Zoos DAT£ DAT£ PUBLIC WORKS DEPARTMENT SHEET_j_ OF jL "' 0 --.._ "' a: u -~ 0 a. a: " C I w -' f-;::: ~ 0 "' C " -X w " C 0 .!!1 I "' -., " ,,:; 1/) ~ 0 u ,c; > :::, z / 0 "' I rr, 0 c:' -C w " U) ' ' " ' ' ' ' ' ' " ' ' ' '· ' '·· ' ' ' ' ' ' ' ' ' ' ' ' ' C23 ---.-- b IO ;f~:; ·,· .,:· • • ~NP . -~",~ .. ·, ,> ; NP~ b IO c2~• _._ C23 / /4 • TRAFFIC CONTROL GENERAL NOTES• 1. ALL TRAFFIC CONTROL SHALL BE PER WATCH MANUAL (2001 ED) 2. NOTIFY AFFECTED RESIDENTS 24-HOURS IN ADVANCE OF CONSTRUCTION WORK. 3. MAINTAIN ACCESS TO UNAFFECTED RESIDENTS AT ALL TIMES. • • ) . • 4. PLACE 36" MINIMUM POST TUBE DELINEATORS AROUND CONSTRUCTION AREA PER TRAFFIC CONTROL PLAN. 5. PLACE TEMPORARY NO PARKING SIGNS AS INDICATED ON TRAFFIC CONTROL PLAN DURING CONSTRUCTION PERIOD. 6. OPEN TRENCH TO BE PLATED DURING NON-CONSTRUCTION HOURS. 7. ROADWAY TO BE OPENED TO NORMAL OPERATING CONDITIONS DURING NON-CONSTRUCTION HOURS. PLACE REFLECTIVE DELINEATORS AROUND WORK AREA FOR OVERNIGHT CONDITIONS. VIA ANTIBES • co \_ DELINEATO:r (25' O.C.) DELINEATORS (25' O.C.) / SIGNS (PER WATCH MANUAL) C23 = ROAD WORK AHEAD C27 = OPEN TRENCH R34-2 =; NO LEFT OR U-TURN R41 = RIGHT TURN ONLY NP = NO PARKING ' .. . ·, ' ' ~ ' . ' ' '' ... ' • _, -'\ '\cYj'· ., ./, '. \ }'-- / ,· , ', 1:, .,. _,. ., ','<, ' \ _, '' R41 r DEUNEATORS e-,...:r:,, (10' O.C.) • \c27 • • • 1p 30 LEGEND 4p ',' .. ' ' ' ' ~ , '\ ' '',.. ,J;, \ ' \;;> -_, ,• ..... ' . ' .. ',~ • C23 -U--EXISTING SIGN (PROTECT IN PLACE) ---.--. TEMPORARY SIGN (AS NOTED) e POST TUBE DELINEATOR f2½j WORK AREA I I I TYPE Ill BARRICADE WITH SIGN IO a '- "' '-a "' ;: 8. WORK AREA SHALL NOT EXCEED 8' FROM THE CURB FACE ALONG VIA ANTIBES IN THE MEDIAN. THIS AREA TO BE USED FOR CONSTRUCTION VEHICLE AND EQUIPMENT STORAGE DURING CONSTUCTION HOURS ONLY. -c .f I 0 § 9. CONSTRUCTION HOURS LIMITED TO 9AM TO 3PM. ,------------------r-----------,,---..---,--------------"T"-"""T---------------------1* CIVIL WORKS DESli::o TRAFFIC CONTROL % C • I CHECKED LIDO ISLE ENTRY '€; c::ng,neers, ,nc. MM 8 3151AirwayAvenu7 SuiteS-2 DRAWN VIA LIDO / VIA ANTIBES fu0 Costa Mesa, CA 92026 (714) 966-9060 DAG 1---1---1--------------l--l~-----------,--=---:-:-::-:---:-t,,, 1-----IDATE BY DESCRIPTION CITY OF NEWPORT BEACH R-59OO-S ~ PREPARED BY: ~ ~ I( ( 1 (, o!( D~~ 1, 2005 REVISIONS PUBLIC WORKS DEPARTMENT SHEET_2_ OF Ji_ 5 .._ ____________________________________________________________________________________ LM:;A::;R:;1E..!M::A::Rsr~oN'.!:•..!P::.'..E::. • ..:R::,c:;:;,E;_·_;N!:;:O:;_·' _::3~B7::_:9~B..:_!,D~ATE,:__.L__,....:...:.__...1._...J. _ _JL ___ ==.:..;_;_ ______ L._.L___:~:,:;;:.,_;;.:.;,::.;,::..::;:;_;.:;.:_;=::.;_;_--L...-_;;;;:;;:__::;:::..J--, NOTES: I. SEE SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. Q) FOUR (4) • 4" DIAMETER PVC WITI-I 2. CROu.N OF ROOTBALL TO BE v,"-1" ABOVE FINISI-I GRADE. 3. TREES INST AL LED WITl-!IN TURF AREAS Sl-!ALL BE INSTALLED WITI-I 'ARBOR-GARD' AT BASE OF TRUNK. · REMOVABLE PVC CAP. EQUAL SPACINC:s AROUND TRUNK. (l} ROOT BALL G) A SI-IALLOW BASIN 4" DEEP Sl-lALL BE FORMED AROUND BALL BELOW FINIS\-1 C.RADE. TREES PLANTED IN TURF AREAS SI-IALL NOT 1-IAVE BASINS. 4. PLANTINC. 1-IOLE TO BE DUSTED WITI-I C.'T'PSUM BEFORE BACKFILLINC.. :>. DRENC\-1 ROOTBALL WIT\-1 ARBORIST APPROVED FUNC.ICIDE PRIOR TO TRANSPLANTING. FROND TIE DETAIL ~ 1-:00T BALL C PALM TREE PLANTING NOT TO SCALE NOTES: I. SEE &PECIFICATIONS PRIOR TO IN&TALLATION OF PLANT MATEl-:IALS. 2. CROWN OF ROOTBALL TO 6E I" ABOYE FINIS!-! GRADE. 3. TREE& IN&TALLED WITI-IIN TUl-?F Ai-?EA& SI-IALL BE INSTALLED WITI-I 'ARBOR-G AT BASE OF TRUNK. 4. PLANTING 1-IOLE TO eE DUSTED WITI-I GYPeUM 6EFORE BACKFILLING. PLANT PIT 2x DIA. ROOT BALL 1-lOSE TIE DETAIL \ RD' CAP @ FINISI-I C.RADE @ UNDISTURBED NATIVE GRADE OR CERTIFIED COMPACTED FILL FER PROJECT C.EOTECI-INICAL SOILS REPORT @ ENLARC:sEMENT @ IIZ'IZ'% RIVER SAND G) ~!:>% COMPACTED SAND @ 12" A~ER TI-IROU(:,\-1 CALICI-IE OR 1-IARD PAN @ CALICI-IE OR 1-IARD FAN @ TO BE TIED WITI-I ORC:iANIC TWINE PRIOR TO SI-IIFFIN(:, @ JOIN TWO VERTICAL AERATION FIFES ACROSS ElOTTOM OF PLANTINC:s 1-IOLE, ONE PAIR EAC\-1 NEAR OPPOSITE SIDES OF FLANTINC:s 1-IOLE @ VENTILATE;D F'IF'E I" ABOVE MULCI-I @ RUBBER DRAIN CAP MISSION RUBBER CO. NO. IZ'llZ'4-01!:>, 4" @ 4" DIA. PERFORATED PVC PIPE -WRAF WITI-I FILTER FABRIC OR FILL WITI-I 3/4" (:,RAVEL Q) i,., " Wl-llTE PVC Q) GUY WIRES TO BE OF No. ~ GAUC.E DURABLE ZINC COATED IRON (ID FINISI-I GRADE @ APPROPRIATE METAL OR PVC ANCI-IOR @ROOT 6ALL @ UNDISTURBED NATIVE C:.RADE OR CERTIFIED COMPACTED FILL PER PROJECT C:.EOTECI-INICAL SOILS REPORT G) TU~el.lCKLE, TYPICAL pl1plm0I dwg @ A SI-IALLOW BASIN 2" DEEP SI-IALL BE FORMED AROUND ROOT BALL BELOW FINISI-I C:.RADE. TREES F'LANTED IN TUIQF AREAS SI-IALL NOT I-IAVE BASINS. @ AF'F'ROVED BACKFILL, TI-IOROUC:.I-IL Y MIXED F'RIOR TO INSTALLATION (SEE PROJECT AC.RICUL TUR.AL SOILS REF'ORT) @) 2-PL Y REINFORCED RUBBER OR PLASTIC GARDEN 1-IOSE i,.,"-34" DIA. TO COVER WIRE AND F'ROTECT AGAINST GIRDLING OF TREE. D UL Tl-TRUNK SPECIMEN TREE GUYING (30,, BOX OR LARGER> NOT TO SCALE NOTES: I. SEE SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. 2. CROWN OF ROOTBALL TO BE 1/2"-I" ABOVE FINISI-I GRADE. 3. PLANTING I-IOLE TO BE DUSTED WITI-I GYPSUM BEFORE BACKFILLING. ~ % Oo Q) A SI-IALLOW BASIN 2" DEEP SI-IALL eE FORMED AROUND ROOTBALL E.IELOUJ FINIS!-! C.RADE 2 a> FINIS!-! (:,RADE u) UNDISTURBED NATIVE ~= l's ~ ~11i' C.RADE OR CERTIFIED :i: :! ~II i' COMPACTED FILL FER 1-- 11 i F'ROJECT (:,EOTECI-INICAL 0.. w z 1=1 SOILS REPORT Cl 8 =ill 111! @ APPROVED BACKFILL. 111-1 TI-IOROUGI-IL Y MIXED PRIOR TO INSTALLATION (SEE PROJECT 2 x DIAMETER AGRICULTURAL SOILS OF ROOT SALL REPORT) E SHRUB PLANTING NOT TO SCALE plttshr01.dwg plttre04 dwg NOTES: I. ALL F'LANTS SI-IALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTI-IERWISE INDICATED ON PLANS. 2. CENTERLINE OF F'LANTS Sl-lALL BE 1/2 OF EQUAL SPACING MINIMUM FROM EDGE OF PLANTINC:s AREA. 3,INFILL F'LANTS AS REQUlfiii!ED TO MAINTAIN SPACING AT IRREC:sULAR EDC:sES. EQUAL EQUAL Q) TYPICAL F'LANT SPACING VARIES • SEE PLANT LEC:sEND AND/OR PLANS a) EDGE OF PLANTING AREA pltgrcOl.dwg C ::::> 0 Cl) +I' CONTOUI-! FOR RAISED FLANTIN(:, ELEVATION 0 C -...J c( > NOTE EXTEND EXISTINC:s SPRINKLER SYSTEM TO COVER NEW AND OLD AREAS (6Y LICA) CONTRACTOR RESPONSIBLE FOR REPLACINC. DAMAc.ED TURF DURINC. CONSTRUCTION SW EXTENSION W / NEW MONUMENT AND LANDSCAPING PLANTING PLAN NOTES LANTING LEGEND SYMBOL TREES BOTANICAL NAME Ai-?Cl-lONTOPI-IOEN IX CUNNINGI-IAMIANA PI-IOENIX i-?OE6ELENII Cl-lAMAEROFS 1-IUMULI& CYCA& REVOLUTA VIA ANTIBES COM"ION NAME SIZE KING PALM CLUSTEI-? 48" BOX PIGMY DATE PALM 24" BOX 1MEDITERl-?ANEAN 24" BOX FAN PALM &Ac.O PALM 24" BOX 31!," BOX NOTE EXTEND EXISTING SPRINKLER t,. SYSTEM TO COVER NEW AND / OLD AREAS (6Y LICA) "Y < ,,,() 0 4, 0 1)() DIA(:,RAMATIC I' CONTOUR (BY LICA) ~ INDEX MAP SYMBOL BOTANICAL NAME COMMON NAME SIZE C,FaQIIJTl-l 51-li;a.165 0 AC.APANTI-IUS ORIENT ALIS LILY OF Tl-IE NILE !:> C.AL. 'PETER PAN' PI-IILODENDRON 'XANADU' XANADU F'I-IILODENDRON !:> GAL. F'ITTO&POl-?UM TOBIRA PITTOSF'Oi-?UM !:> GAL. 'WI-IEELER'& DWAl-?F' 1-?API-IIOLEPI-IIS INDICA INDIA 1-IOWTI-IOl-?N !:> GAL. '6ALLERINA' 12" • [Ii," Iii>" -22" 18" • 24" 18" • 24" TURF • C.lo?OUND COVER t-:'.'-:>.-c'•-j SODDED DWARF FESCUE ALL 51-11-?Ue AREA TO BE PLANTED W/ Fi-?AC.ARIA Cl-!ILOEN515 01-?NAMENTAL STRAWBERRY FROM 1-?00TED CUTTINGS AT 8" O.C. fl,6,9'.;J ANNUAL COLOR PREVAILING WINDS 12-19" '"ij'--' 2 x DIAMETER ROOTBALL NOTES: I. SEE SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. 2. CROWN OF ROOTBALL TO BE I" ABOVE FINIS!-! GRADE. 3. TF<?EES INSTALLED WITI-IIN TURF AREAS SI-IALL E.IE INSTALLED WITI-I 'AR60R-GARD' AT BASE OF TRUNK. 4. PLANTINC. 1-IOLE TO BE DUSTED WITI-I C:iYFSUM 6EFORE 6ACKFILLINC:i. Q) CINC\-1 TIE OR APPROVED EQUAL G) 10' LODC.E POLE STAKE BOTI-I SIDES (]) FINIS!-! GRADE @ A SI-IALLOW BASIN 2" DEEP SI-IALL BE FORMED AROUND BALL BELOW FINIS!-! C:iRADE. TREES PLANTED IN TURF AREAS SI-IALL NOT 1-IAVE 6ASINS. @ APPROVED E.IACKFILL. TI-IOROUC.I-IL Y MIXED PRIOR TO INSTALLATION (SEE PROJECT Ac.RICUL TURAL SOILS REPORT) @ UNDISTURBED NATIVE GRADE OR CERTIFIED COMF'ACTED FILL F'ER PROJECT C:iEOTECI-INICAL SOILS REPORT G) ROOTE.IALL A TREE PLANTING <DOUBLE STAKE NOT TO SCALE pltt,eOS.dwg 15 GAL. & 24 ff BOX) CONTRACTOR SI-IALL PROVIDE ALL LA60R, MATERIALS, AND EQUIPMENT NECESSARY' TO FURNISI-I AND INSTALL PLANT MATERIAL AS SI-IOWN ON Tl-IE DRAWINGS AND AS DE5CRl6ED IN Tl-IE SPECIFICATIONS. UNLESS DESIC.NATED ON Tl-IE DRAWINGS OTI-IERWISE, STRUCTURAL IMPROVEMENTS AND 1-IARDSCAF'E SI-IALL E.IE INSTALLED PRIOR TO PLANTING OPERATIONS. ALL WORK ON Tl-IE IRRIGATION SYSTEM, INCLUDING 1-!YDROSTATIC, COVERAc.E, AND OF'ERATIONAL TESTS AND Tl-IE BACKFILLING AND COMPACTION OF TRENCI-IES SI-IALL 6E PERFORMED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON Tl-IE DRAWINGS SI-IALL 6E USED AS A GUIDE ONLY. CONTRACTOR SI-IALL TAKEOFF AND VERIFY SIZES AND QUANTITIES 6Y FLAN CI-IECK. SAMPLES OF FERTILIZERS. ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SI-IALL BE SU6MITTED F'RIOR TO INCORPORATION. CONTRACTOR SI-IALL FURNISI-I TO Tl-IE CITY/OWNER'S AUTI-IORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCI-I FURNISI-IED MATERIALS. LOCATIONS OF PLANT MATERIAL SI-IALL 6E REVIEWED ON SITE 6'T' Tl-IE CITY/OWNER'S AUTI-IORIZED REFF<?ESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN Tl-IE SOILS REPORT SI-IOWN ON Tl-IE DRAWINGS, ARE E.IASED ON AC:sF<?ICUL TURAL SUITABILITY' SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDING PURPOSES. IF NO SOILS REF'ORT EXISTS. CONTRACTOR SI-IALL FROF'OSE ON AMENDMENTS AS STATED IN Tl-IE SPECIFICATIONS. CLIENT OR CONTF<?ACTOR SI-IALL OBTAIN AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADINC:.i OPERATIONS AND F'RIOR TO PLANT INSTALLATION. TREES SI-IALL BE PLANTED NO CLOSER TI-IAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITI-IIN FIVE FEET(!:>') OF I-IARDSCAF'E OR STRUCTURES SI-IALL 6E INSTALLED WITI-I A ROOT BARRIER AS APPROVED 6Y Tl-IE CITY/OWNER'S AUTI-IORIZED REPRESENTATIVE. IF. DURINC. PLANTING OF'ERATIONS TI-IERE SEEMS TO BE MINIMAL OR NO PEF<?COLATION IN PLANTINC. FITS, CONTRACTOR 51-lALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY Tl-IE CITY/OWNER'S AUTI-IORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINA(:,E MEASURES. PREPARED BY: DESIGNED PLANTING NOTES & DETAILS 03-211.01 NUVI PERRY CARDOZA, L.A. DATE CHECKED LIDO ISLE ENTRY s DRA;ws, DB VIA LIDO / VIA ANTIBES Dsl----l---1------------l--t------------.-------l 1-D-AT-E ---1 CITY OF NEWPORT BEACH 11-01-05 DATE BY DESCRIPTION OF REVISIONS APP'D PUBLIC WORKS DEPARTMENT ~ ~ ~ ' I i I I I I I I I 1 I I I I I I I I I I '" '\;'.;< ',"----~ r--C 0 en 0 C: C z N I 'I ti 20 u, 0 I c:;; Ul },· c.n en <O Cl? ·- ' 20+00 i ANTIBES = 70+00 VIA\IDO SOUD N2708'50"W 23.38' ' \ \ OCS GPS PT 6288 \ ______ : ___ ~,------------ ~ t V oes GPS PT 6300 N 2170342.962 E 6052892.747 --_22+00 MONUMENT N 2171875.627 E 6052411.480 22+69.69 VIA ANTIBES = 30+00.00 VIA LIDO NORD 21 +oo N63'21'49"E 278.553' ---➔----41~~-~=---+-1~ --; ---'-1---- VIA ANTIBES BENCHMARK• OCS BENCHMARK NB3-17-77 ELEV = 24.503' (NAVD 88) ESTABLISHED BY ORANGE COUNTY SURVEY 1977 NEAR THE SOUTHEAST CORNER OF THE BRIDGE, OVER WEST LIDO CHANNEL LEADING ONTO LIDO ISLE, 22.3FT. SOUTHERLY FROM THE CENTERLINE OF VIA LIDO, 23FT. EASTERLY FOR THE SOUTHEAST CORNER OF THE BRIDGE TO A SECOND ABUTMENT WHICH IS 6.6FT WESTERLY FROM THE EASTERLY ENF OF THE CONCRETE BANNISTER, SET ON TOP OF 2ND 'ABUTMENT. 22+78.54 VIA ANTIBES = 41+00.00 VIA LIDO NORD 'Q 1p , ' 2.0 BASIS OF BEARING• \ \ \ THE CENTERLINE OF VIA LIDO SOUD SHOWN AS S2708'50"E BETWEEN OCS GPD POINTS NUMBERS 6288 AND 6300. 0 "' ;,: 'O I u ~ Q) ,-----------------""T'.==-:=::---r--"T"--r---------------,----,,----------------------1., DESli:GED PROJECT CONTROL ~ PREPARED BY: CIVIL WORKS Engineers, Inc. 3151 AinvayAvenu7 Suite S-2 Costa Mesa, CA 92026 (714) 966-9060 ,~ ,U~·J-_ rt[,,os- MARIE MARSTON, P.E. R.C.E, NO.: 38798ATE Q) CHECKED LIDO ISLE ENTRY ;g MM 8 DRAWN VIA LIDO / VIA ANTIBES i DAG l----l-----l-----------------l----11--------------...---------ln 1-D-ATE __ __. DATE BY DESCRIPTION CITY OF NEWPORT BEACH R-59OO-S ;: ~ NOV 1, 2005 REVISIONS PUBLIC WORKS DEPARTMENT SHEET...±_ OF _lL ~ -:, • 1 .. i . s_; !.,:· S ! l 20+42.53 6.04' LT 14.17 TC 13.67 FS / PRC / \ \ 13.66 FS JOIN 13.52 FS VIA ANTIBES 20+32.44 PCC 5.45' LT 14.41 TC 13.91 FS 13.93 FS 0 ~2!,!:0+:!:2;;:9~.!.J'001,J___!M,1!0,1<.C;__-tt--6' 7.75' RT 14.50 TC 14.00 FS \ C2 JOIN 20+49.00 EC 2.75' LT 14.03 TC 13.53 FS 2.75' LT (13.64 TC) (13.45 FS) JOIN EXISTING ,, . ~~ffiuO~M--~~E~ MONUMENT (SALVAGE LETTERING) 21 +DD -+ . ' ,; ','-\'• ,c{ _, c' : ' ..... ,p ELEC '<-· " CABINET / •>i:____r,l1GV TREE " 20+35.00 MOC ,;_: 7.75' RT '-,, 20+32.44 PCC AC <~·",-;:---~·,,/~-~ 20+60.00 -20.95' RT "'-14.35 TC 13.85 FS PVMT / , '(., () CJ> ,0 / / / < -► r--C 0 CJ) 0 C C .~,.~ .. / ' . ' : Under ground Service Alert of Southam Cd1fcmla _,.,, < ' / 20+42 53' PRC ~1':54' RT / 14,1~TC 13.66 13.64 FS JOIN ,---• '/ l' ' . 'v . • / < I' CALL: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR / PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDERGROUND SERVICE ALERr' (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. - \ \ \ 18.25~' _o::R~T,..--- -f13.:i 7 IC) (13.37 FS) JOIN EXISTING 20+49.00 EC 18.25' RT 14.07 TC 13.57 FS 13.56 FS JOIN - R=1/2" PLANTING PER ii: (.) 3 LANDSCAPE PLAN 'lo ~u---1-12'' --t--PROTECT EXISTING _ \j. N AC PAVEMENT ~ 't-., <i CD • <:,,, l~ I ;;1 ' ::u L < ! L 12" DEEP FULL DEPTH AC PVMT ---- TYPE B CURB PER CITY STD-182-L TYPICAL CURB CONSTRUCTION C) NO SCALE . " ' ,'' , ~ '. J , ' • ; ?" ,.. ,., ' ' f~ ' ' ' .-e,. "-... ' TREE~/.'--, •• ~----:, .. ✓s~,✓ - AC PVMT 1 CURVE TABLE CURVE NO. RADIUS DELTA LENGTH @ 27.00' 58°31 '00" 27.58' @ 6.00' 114"42'11' 12.01' @ 8.00' 53'57'47" 7.53' @ 6.00' 114'42'11' 12.01' @ 8.00' 53'57'47" 7.53' @ 10.50' 180·00·00· 32.99' TANGENT 15.13' 9.36' 4.07' 9.36' 4.07' -- 12.19 FS 21+92.57 2.75' LT (12.47 TC) (12.20 FS) JOIN EXISTING N 21+92.57 18.25' RT (12.50 TC) (12.19 FS) JOIN EXISTING 12.18 FS / 2+22.00 BC 2.75' LT 12.57 TC 012.07 FS _\_ _____ _ 22+ .00 BC 18.25' RT 12.60 TC 12.10 FS CONSTRUCTION NOTES· 0-coNSTRUCT TYPE B PCC CURB PER CITY STD-182-L @-coNSTRUCT FULL DEPTH AC PAVEMENT BACKFILL / 12.06 FS JOIN 12.09 FS JOIN \ \ ' . - MOC GENERAL NOTES -' \ ' ' Q 1. PROTECT IN PLACE ALL EXISTING UTILITIES \ \ r 1p -~---·~-•. --... , ' .... ,, ... J ,>~ :v--; / '- 2. SAWCUT LINE TO BE 12" FROM IMPROVEMENTS UNLESS OTHERWISE NOTED. ,\ I ...... ·, ... ' ,\ ' ' ' \ \ \ G)-sAWCUT LINE (12" FROM IMPROVEMENTS UNLESS OTHERWISE NOTED) 3. EXISTING TREES AND PLANTING TO REMAIN AND PROTECT IN PLACE. NO SYSTEM AND CANOPY DAMAGE. NO DISTURBANCE, CONSTRUCTION, OR STORAGE OF CONSTRUCTION MATERIALS WITHIN DRIP LINE OF TREE. DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) 0--REMOVE ITEM (AS NOTED) 0-RELOCATE ITEM (AS NOTED) BY LICA I 4. EXISTING IRRIGATION TO REMAIN. MODIFICATIONS TO EXISTING IRRIGATION SYSTEM TO BE COMPLETED BY OTHERS. 5. NEW MONUMENT BY QUICKCRETE. REFER TO SHEETS 7 & 8 FOR DETAILS. 6. MATERIALS REMOVED BY THE CONTRACTOR SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF. 7. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF NEWPORT BEACH STANDARDS AND "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 EDITION. 8. ASPHALT CONCRETE MIX SHALL BE C2-AR-4000. 0 N 0 ~ "' 3 -c, N I (.) .-;; -,-------------------~===:---r--"T"-"""T---------------,---,r----------------------13l J::'. CONSTRUCTION PLAN .'.2-PREPARED BY: DESIGNED ., LIDO ISLE ENTRY 'g (.) VIA LIDO / VIA ANTIBES ,.; l--+--1----------------1-----lt---------------r--------l~ CITY OF NEWPORT BEACH R-59OO-S ~ CIVIL WORKS DAG Engineers,-Inc. CHECKED MM 3151 AirwayAvenu6e 'suite S-2 DRAWN Costa Mesa, CA 92 26 (714) 966-9060 DAG ''ii' (l}r DATE • DATE BY DESCRIPTION ~~ NOV 1, 2005 REVISIONS MAJEMARSTON, P.E. R.C.E. NO.: 38798 AlE PUBLIC WORKS DEPARTMENT ~ SHEET_5_ OF JL ,<. --, i ' I . ' ' I I \ \ \ i ' . I ; I < -> r -C 0 C/J 0 C: C : R1 9 ' R34 .. ,-..~ ·-... •✓ , . / ' ' / ' ' D PROTECT EXISTING LIMIT LINE PROTECT EXISTING "STOP" MARKING / ; ' ' ,-.,, / / '..... -''._; }/ , /~ \_·~ t, ;?(<-: '' /'_/ ''./ ,,, (No PARKING l I B:30AM-12:30PM R34 & ~FRIDAY~ Ill )I STREET SWEEPING -PARKING AM-12:30PM FRIDAY I 111 )I · I ~ET SWEE~ (No PARKING l I B:30AM-12:30PM TUESDAY I ~-,. ~EET SWEEPING / / / VIA ANTIBES , ( , . ,,.,. \:~- '· , , r JN0 PARKING I B:30AM-12:30PM TUESDAY I ~-,. • I ~ET SWEE~ JN0 PARKING i a:30AM-12:30PM FRIDAY I 111 )I . I ~ET SWEE~ / LEGEND JN0 PARKING I B:30AM-12:30PM FRIDAY I ~ • )I I ~ET2!EE~ / -0-EXISTING SIGN (AS NOTED) ---NEW CURB MARKING === EXISTING CURB MARKING / ., ' ' ' \, .., ,.;-- ' '(-;::,,,.' '•' ' ' ' r==-::----:::::::::--_ io --..:::::: ~ ~ I ~ i .,,, ',, ::--,, '· I j ; '\,// I , .. ' /! ".' ', I \~ /~ / j I PROTECT EXISTING RED CURB PAINT ' NO PARKING l 1/", ,._ __ __,,.:_i B:30AM-12:30PM ' ,-FRIDAY ~~~PINGI ' . ' ' ' ' PROTECT EXISTING-~,..----,~. 11 ,i-;"_,--,---__ -;""IJ,'' • CROSSWALK \ \.. I /"' ',/· 1p PROTECT EXISTING RED CURB PAINT STRIPING NOTES 0-INSTALL DETAIL 32 ©-NOT USED ©-INSTALL RED CURB ©-SANDBLAST EXISTING STRIPING I I PROTECT EXISTING RED CURB PAINT JOIN EXISTING DETAIL 21 ',, " EXISTING DETAIL 21 ' \ \ SIGN & STRIPING GENERAL NOTES• \ \ 1. STRIPING, MARKINGS AND SIGN INSTALLATIONS SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) TRAFFIC MANUAL & STANDARD PLANS. 2. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTlc" APPLIED AT A MINIMUM THICKNESS OF 0.02-IN EXCEPT CROSSWALKS AND LIMIT LINES, WHICH SHALL BE 0.04-IN MINIMUM THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 3. PROTECT EXISTING SIGNS UNLESS OTHERWISE SHOWN. /• ' ' ., ,,;: ::-.., '-'-'-:..-' ' ' ' ' ' CJ> ;: ,, /<) I u '€ .------------------r===---ir----r---,---------------r----..---------------------1* DESIGNED .c DAG SIGNING & STRIPING ~ Q) CHE~~ED LIDO ISLE ENTRY 'g u DRAWN VIA LIDO / VIA ANTIBES 1g DAG 1---l---l----------------l--___.--------------r--------,I /<) CIVIL WORKS Engineers, Inc. 3151 Airway Avenu1;, Suite S-2 l-:-::,-:--:-:-:-c---+--+--+--------------1----1 Costa Mesa, CA 92026 (714) 966-9060 I-D-ATE __ ___,1 DATE BY DESCRIPTION CITY OF NEWPORT BEACH R-59OO-S ~ ~ NOV 1, 2005 REVISIONS PUBLIC WORKS DEPARTMENT SHEET_Q__ OF JL _'.7., .., ~ ~ 11 (, / o(' MARIE MARSTON, P,E. R.C.E. NO.: 3879B lrAlE REFERENCE: * INSTALLATION IS REQUIRED BY OTHERS. • ALL EDGES TO HAVE 1/4" RADIUS MIN. • MANUFACTURING TOLERANCE ±1/4". • PRODUCT: ONE SIDED MONUMENT SIGN • QUANTITY: .1 ' CONCRETE COLOR: C9 MISSION WHITE • CONCRETE TEXTURE: TT-ACID ETCH • SEALER:STANDARD GLOSS SEALER REFERENCE: - SIDE VIEW APROX. WT. 41 04 Lbs. (CllSTOMER TO OFflOAD IF OVER 8000 l.bs,) ,C \.. [ - ~ PLAN VIEW 1----------------13'-11 11/16"--------------~ LEFT END WALL CAP SEE SHEET 7 DETAIL "c" \ MIDDLE WALL CAP ~SEE SHEET 7 DETAIL "o• RIGHT END WALL CAP / SEE SHEET 7 DETAIL nE" SIGN SEE SHEET 1 Of.TAIL "13" ' I I I 1 1----2'-+---l -IDO ISLE 3' -+-----+--KNOCKOUT FOR SIGNAGE 1--------6'-10 7/8"--------1 1'-6 15/16" 1- -; ,. ,1 ' • • 4 • 4 4 • • d " • ' • ' ., • 4 • ' ' • ' • • • • 4 4 4 • • '• 4 ,1 • .. , . •• d ' ,• j, • • • • -' • ,1 " 4 4 4 "' • • • • ' 4 ' 4 FOOTING / SEE SHEET 7 DETAIL "A~ J ELEVATION VIEW ONE SIDED MONUMENT SIGN (LAYOUT) SCALE: 1 /2" -1' 1 3/8"-i---------------13'-415/16"----------------11-1 3/8" ,____2·-1 5/8" / (12}2'TIIA.. )( S~DEEP __,_____ --..._; GROUT POCKETS\ I \ s· ..._h===::::::::---t-=;--:---:---::--------r----------,---'lc-'------="""111..----""I ,--... ~ 1' 5 1/2" /--9 1j16" --\ ,. 5 1/2" -\ __::; ~3• 1 .!. REVEALS ON THIS CONVEX , SIDE SEE SIDE VIEW -1'-5 1/2~ I-, a :l (2)3/4.DIA. COIL INSERTS FOR LIFTING SIGN 1-----------9'-4 1/16"------------l 1'1YP. - ---\ 'u.NO. i---------------13'-7 11/166 ---------------1 PLAN VIEW r--------------------------------~-c VJ/4.DIA. x 12"L .I\ DOUBLE COIL INSERT '---.-----.---'-"IP----.------.---..--~-~~-~-~~-~-~--~__J- 1. I 3/4"0!A, x 2'L. COIL ROD ELEVATION VIEW · 1 ,.TYP 1 .\.------IC BOTTOM VIEW ONE SIDED SIGN SCALE: 1 /2" = 1' ' • ·" ' TOT. QTY: 1 ) B TOT. QTY: REFERENCE: 1 - • INSTALLATION IS REQUIRED BY OTHERS. • ALL EDGES TO HAVE 1/4" RADIUS MIN. • MANUFACTURING TOLERANCE ±1/4". • PRODUCT: LEFT END WALL CAP • QUANTITY: .1 • CONCRETE COLOR: P7 CHINA ' CONCRETE TEXTURE: T7 ACID ETCH • SEALER: STANDARD GLOSS SEALER 5/8"-,_ ___ _ 41 1/4. ---------11--5/8" ,s/a" . . . • .. . . . . . . i------42 1/2"-------1 PLAN VIEW j l-1 1/2" SIDE VIEW ELEVATION VIEW I - I (3) 1 /:rDIA NYLON INSERTS J APROX. WT. 183 Lbs. (ctlSTOWER TO om..0AD Ir OVER 8000 lbs.) -12iYP.- I BOTTOM VIEW REFERENCE: LEFT END WALL CAP SCALE: 3/4" -1' r;;¾1/J;J;,1 __ ~ 1o}r/c_s Autho 'Tzed Signature Date By signing above or stamping this drawing "approved" or 'no exception token" authorization is given to Quick Crete lo produce this drawing as shown within o 1/4" tolerance. TOT. Q1Y: 1 C r--- 1' 1---------------------14'-6 1/4"---------------------1 1---------------------13'-------------------I (2)1 1/4"D!A. :c 12"L D0Ul3LE COIL INSERTS ----------------J~:::::=~==-~-----(-CT_-_4)_•_o•_u"_'_"G_>s~~-~\ ~ 2' '----E-~-~-0-------------~-~4-~0 ~ r(13).3"01A. x 14"DEEP GROUT POCKETS FOR ANCHORING SIGN PANEL ' I I --~ ~ --,.-.. '--'--' ~ - / I ,._,._,...,..,.,....,...,.., 1-----------------------15'-5 5/16"----------------------j PLAN VIEW 7 2'-6" L___ _____ ______,_J * INSTALLATION IS REQUIRED BY OTHERS. • ALL EDGES TO HAVE 1/4" RADIUS MIN. • MANUFACTURING TOLERANCE ±1/4". * PRODUCT: MIDDLE WALL CAP * QUANTITY: .2 • CONCRETE COLOR: P7 CHINA • CONCRETE TEXTURE: T7 ACID ETCH * SEALER: STANDARD GLOSS SEALER ELEVATION VIEW SIGN FOOTING SCALE: 5/8" -1' 5/8"-1------41 1/4·-------1-5/8- ,s/B" 1-------42 1;2·---------l PLAN VIEW SIDE VIEW ELEVATION VIEW -12"~ -85/8"- J__ r==· :;;;;;;;;;;j===J::==*;;;:;;-a;;;;j 4" I' I I (3)1/2"01A. NYLON INSERTS) APROX. WT. 183 Lbs. (ctfmlilER TO OFTI.OAD rF OVII 8000 Lbs.) BOTTOM VIEW REFERENCE: MIDDLE WALL CAP SCALE: 3/4" = 1' 9/30/5 R.M. REMOVED PILASlER, MOVED KNOCKOUT INTO SIGN, AOJUSITD FOO]NG TOT. QTY: 2 D * INSTALLATION IS REQUIRED BY OTHERS. • ALL EDGES TO HAVE 1/4" RADIUS MIN. • MANUFACTURING TOLERANCE ±1/4". • PRODUCT: MIDDLE WALL CAP • QUANTITY: 2 • CONCRETE COLOR: P7-CHINA • CONCRETE TEXTURE: T7-ACID ETCH • SEALER: STANDARD GLOSS SEALER 5/a"-1-------41 1/4"-------11f-5/8n f5/B" .. . TOT. QTY: ' . . E""==~·=s::::2::::::~=::;:::=2~'--29•-3•R 1------42 1/2n ____ ___, PLAN VIEW T- s" • ' . ' -.. ' • ·) .l_ E~~======= .. ===·, =11=2· ...j=f'•t ~ ELEVATION VIEW -B"--12''1YP.- . I 4" I .. ,,,._J:I l--•·--l l-1 1/4" SIDE VIEW \_(3)1/2"DIA. NYLON INSERTS APROX. WT. 183 Lbs. (Cl/STOKER TO OFFl.O"° IF OVER 6000 lbt.) BOTTOM VIEW REFERENCE: RIGHT END WALL SCALE: 3/ 4" = 1' CAP TOT. QTY: 1 xxxx MONUMENT SIGN xx A E DESIGNED CHECKED xx DRA\1/N xx CITY OF NEWPORT BEACH R-5900-S DATE BY DESCRIPTION OF REVISIONS APP'D xx DATE XX/XX/XX PUBLIC WORKS DEPARTMENT SHEET 7 OF 8 * INSTALLATION IS REQUIRED BY OTHERS. * ALL EDGES TO HAVE 1 / 4" RADIUS MIN. * MANUFACTURING TOLERANCE ±1/4". * PRODUCT: "PILASTER" (Q 82736PIU MODIFIED • QUANTITY: 2 * CONCRETE COLOR: C9 MISSION WHITE * CONCRETE TEXTURE: T7 ACID ETCH • SEALER: STANDARD GIOSS SEALER 2~ i-----zo• ( (4)1/2"INSERTS FOR TYP. I~ t-----~,/---ASS[M□UNG PILASTER J ~ /. d , . • , JI • 1 1/2'J 1' W"J6 1/2"~ , '1 26 1 /2~ ----l PLAN VIEW 7" "----'---+'-.L.---,£---' _j_ 1/2"_J (4)1/2"1NSERTS FOR ASSEMBLING PILASTER 1 '" e----18"-----l /~--_J_ 4" 14 3/4" 30" i:=:::::::====--11 ,· , . ' __J_ l 25" J 2 1/2" ~ ELEVAT N VIEW ELEVATION VIEW SECTION VIEW PANE KNOCKOUT QTY· 1 PER PILASTER PANEL W/0 KNOCKOUT QTY: 3 PER PILASTER REFERENCE: "PILASTER" Q-82736PIL MODIFIED TOT. QTY: 2 REFERENCE: SCALE: 3/ 4" = 1' FRONT ELEVATION VIEW PILASTER CAP (Q-E30PC) SEE DETAIL "L" BOLLARD (OS-118 MOOIFIEO) SEE DETAIL "J" & "K- BOLLARD W./ CAP (LAYOUT) TOT. QTY: 1 SCALE: 1 /2" = 1' F * INSTALLATION IS REQUIRED BY OTHERS. t-l~R C::::::,VV~R E LI SI * ALL EDGES TO HAVE 1/4': RADIUS MIN. * MANUFACTURING TOLERANCE ±1/4". * PRODUCT: "CAP" (Q B2736PIL) MODIFlFD * QUANTITY: Z * CONCRETE COLOR: P7 CHINA * CONCRETE TEXTURE: T7-ACID ETCH • SEALER: STANDARD GLOSS SEALER ASSD.481,Y/INSJAI I AJJON NOJ:ES 1. C~-IN OR CORE DRILL (8)1 1/2~DIA. ~ 5ftDEEP GROUT POCKETS. 'SEE ANCHOR BOLT PATTERN) 2. TAKE (8)4 1 /2 :,c 1 /2" DIA. BOLTS AND THREAD THEM INTO (6)1/2• INSERTS LOCATED ON BOTTOM OF PANELS 3. FILL ALL GROUT POCKETS W/NON SHRINK GROUT AND POUR EPOXY ON FOOTING WHERE PANELS WILL BE PLACED 4. SEr PANELS W/ DOLTS INTO GROUT POCKETS 5. BEFORE GROUT SETTLES, ALIGN ALL INSERTS ON BACK OF PANELS AND FASTEN W/LBT CLIPS AND 1/2"D1A x 1"L BOLTS. •• f-----27°SQ,-------l 1 /2"DEEP KNOCKOUT E SIDE ONLY ELEVATION VIEW 1/2~BOLTS & CLIPS TO BE USED TO ASSEMBLE PANELS (8) 1 /2~INSERTS FOR ANCHORING 0~ T"YF"E: " LBT CUP 32 1 •L ,c 1/2.0IA. BOLT 32 1/2" WASHER " 2 2 o-=+-OPTIONAL DETAIL ASSEMBLED VIEW 14 1/2g BOTTOM VIEW At-lCHOR BOLT PATTERM 4 1/2" BOLTS REFERENCE: "CAP" (Q-B2736PIL) MODIFIED SCALE: 3/ 4" = 1' TOT. QTY: 2 G * INSTALLATION IS REQUIRED BY OTHERS. • ALL EDGES TO HAVE 1/4" RADIUS MIN. * MANUFACTURING TOLERANCE ±1/4", * PRODUCT: QS 20B MODIFIED * QUANTITY: _1 • CONCRETE COLOR: C9 MISSION WHITE * CONCRETE TEXTURE: T7 ACID ETCH • SEALER: STANDARD GLOSS SEAi ER 26''5Q x 1 "SEEP DECORATIVE KNOCKOUT ON LErT & BACK SIDES ONLY 36 3/8~L x 1/2'W. THROUGH SL FOR MESSAGE PA L .. 1 "DIA. S.S INSERTS FS-2)FOR BOLTING S.S. SLOT COVER (SEE DETAIL "K" FOR VERTICAL LOCATION 1 1/2" (2)3/4"DIA. COIL INSERTS FOR LIFTING - 6" 28"SQ x 1 "DEEP DECORATIVE KNOCKOUT ON LEFT &: BACK SIDES ONLY ':-., ' -•. : ' ' , ~' . '. , ,, . , . • I < ' ' ', ,, :·,~.:·,,.,,•I·, , ' , 12" (6)1/2"DIA. x 1 "L S.S. TAMPER PROOF BOLTS (SEE SECTION ~A" ON DETAIL "K" & DETAIL ABOVE FOR EXACT LOCATION) THRU SLOT FOR MESSAGE DETAIL 23 1/2"w X 26-HT, x 1"0EEP DECORATIVE KNOCKOUT ON THIS -RIGHT SIDE ONLY PANEL : SEE ABOVE DETAIL +~I ti==!=c=?"~ 33 1/4" . OPEN • ---·-• •• ] ~~[~'gl1L0~-~~ ~ s·r- ~~-_L "s s SLOT cavER" -ll llc====c:lJ ,__~~~~~ i:c.-..o.·~~~'--~ . . .. ., . -i --~. , ' 22-o~Ef:l-• ' 13 1/4 .. /~~-Le·~·~-~~-'-"" __l LEFT ELEVATION VI APROX. WT. 7,000 Lbs. (CUSTOMER. TO om.oAD IF OVER 80IXl Lbs.) REFERENCE: FRONT ELEVATION VIEW RIGHT ELEVATION VIEW QS-2OB MODIFIED SCALE: 1 /2" = 1' TOT. QTY: 1 ~~ (b/z_r/~_5 Authorized Signature Date By signing above or stamping this drawing "approved" or "no exception taken" authorization is given ta Quick Crete to produce this drawing as shown within a 1/4" toleronce. j INSTALLATION NOTES: 1. TAKE (13) 3/4" DIA. x 24" LONG COIL RODS AND THREAD 12" INTO (12) 3/4"DIA. BOTTOM OF SIGN, LEAVING 12" OF THE COIL ROD EXPOSED. DBL. COIL INSERTS AT 2. FILL ALL CORRESPONDING GROUT POCKETS FOR SIGN W/ NON-SHRINK GROUT AND POUR EPOXY ON THE FOOTING WHERE SIGN WILL BE PLACED. INSERT SIGN W/ COIL RODS INTO GROUT POCKETS, 3. TAKE 1/2" DIA. ANCHOR BOLTS THREAD INTO INSERTS AT BOTTOM OF WALL CAP 4. FILL ALL CORRESPONDING GROUT POCKETS FOR WALL CAP DN TOP OF SIGN W/ NON-SHRINK GROUT AND POUR EPOXY ON SIGN. INSERT WALL CAP W/ ANCHOR BOLTS INTO GROUT POCKETS ON SIGN. 5. TAKE 1 /2" DIA. ANCHOR BOLTS THREAD INTO INSERTS AT BOTTOM OF PILASTERS 6. FILL ALL CORRESPONDING GROUT POCKETS FOR PILASTERS W/ NON-SHRINK GROUT AND POUR EPOXY ON THE FOOTING WHERE PILASTERS WILL BE PLACED. INSERT PILASTERS W/ ANCHOR BOLTS INTO GROUT POCKETS. 7. SUGGESTED ANCHORING METHOD NOT CALCULATED. PLEASE CONSULT STRUCTURAL ENGINEER. 8. INSTALLATION BY OTHERS. ' I WALL CAP 1/2~ x 4 1/2" -~l===i==7r===rr==='(' ANCHOR BOLTS 1 I ; ":1 ) •.· j;J 2NOIA x 5~DEEP I GROUT POCKET -' EPOXY~ Lllm~Jn • • d d • 1111 i111w1 q " • " j11111 i1 I IITI • " d q • q i111 11 i111m q " . . , , , r 111 111::-: -=111 11 I -'-"I I i'-' 111 111-111-, • -,'I Ill 111=111=1 REFERENCE: 36 1/4" 12 1/2" L 127 1/8" 29 15/16~ SECTION "A" 3"7 I-- II l~2• 17 3/16 .. f 36 7/8" --+ L 111,· (6)3/8" IA THR HOLES • 4 ~ • , .-L. 4 A "• " <i • " " 2 DIA, x 5 DEEP GROUT POCKET (SEE ANCHOR BOLT PATTERN SHEET 7 DETAIL "A") " ' q c_; '- q • " •• •" q . ~ I . •• • • • I • • • " q :I 4 q • " ' ' . ....: • • c.: • q = '<I " ~ • • • q • q q •" " • "b • q , • - J/4"DIA x 2'L. COIL ROD -\_ J"DIA, x 14~DEEP GROUT POCKETS ELEVATION VIEW SIGN FOOTING SCALE: 5/8" = 1' ~ " c.: • j • • . • INSTALLATION IS REQUIRED BY OTHERS. q • ALL EDGES TO HAVE 1/4" RADIUS MIN. . ' .. . "8" SECTION "C" (4)3/4HDIA. COIL INSERTS FOR ANCHORING '-----.---------' ~ _ _j_ 3/4"DIA. x lO~L. COIL RODS 5• ] ~---~,+,-~ EXPOSED 3"DIA, x roEEP GROUT POCKETS NON/SHRINK GROUT BY OTHERS .. ' , " FOOTING • MANUFACTURING JOLERANCE ±1/4". • PRODUCT: Q E30PC • QUANTITY: _1 • CONCRETE COLOR: P7 CHINA • CONCRETE TEXTURE: T7-ACID ETCH • SEALER: STANDARD GLOSS SEALER 30"SQ. S.S. SLOT VER BOTTOM VIEW ANCHORING DETAIL APROX. WT. 326 bs. (CUSTOVER TO OFFLIOO IF OVER 8COO tbs.) q " • ' • q '-~ • "'1 • A "" ' q . '' FOOTING ' PLAN VIEW ELEVATION 12 13 EPOXY SIGN -F.G. _[1/16" " 4 rn!llm Jl q -111 II "" • " ~111' 11111= • " q • • ~111'11 111' q • • " • " • w;-~w1 i i1 1 11 j I i=1 11 .. 11 [" 11 1=111-1=111=111 Ill 11 1- 1 TOT. QTY: 1 REFERENCE: QS-2OB MODIFIED SCALE: 1 /2" -1' TOT. QTY: K REFERENCE: PILASTER CAP (Q-E3OPC) TOT. QTY: 1 1 SCALE: 1 " = 1 ' xxxx H L 9/30/5 R.M. DELETED ALL PIL~STERS & 0S20-8 MONUMENT AND ACTIVITY SIGN xx DESIGNED xx DRAWN xx CITY OF NEWPORT BEACH R-5900-S DATE BY DESCRIPTION OF REV1SIONS APP'D CHECKED xx DATE XX/XX/XX PUBLIC WORKS DEPARTMENT SHEET 8 OF 8