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HomeMy WebLinkAboutR_6029_S:c ~ a, z ~ z ~ ~ .... 0 ~ u I:;; {:5 w "' "' I-i? "' I-~ "' "' '< ::, :,: rs "' "" 0 0 0 "' CD ADAMS AVENUE ORANGE COAST ~ COLLEGE CITY OF COSTA MESA VICTORIA 19TH STREET w ::, z w ~ STREET ~ w ~ ::, 0 "' "' 0 "' "' <( :,: VICINITY MAP NO SCALE Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 lWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT 10 ASSEMBLY BILL 3019 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTIIINS AN INQUIRY I.D. NUMBER FROM "UNDER-GROUND SERVICE ALERT" (1--800-422-4133) AT I.EAST 1WO WORK1NG DAYS PRIOR 10 COMMENCING EXCAVATION. BAKER ST. =---~ UPPER EWPORT ;=-~~ BAY // J ,,} (i CllY OF BISON I NEWPORT AV£. ('Ii BEACH " ~n r 11 \ &' fl) BAI.BO '-'>= ,~=IS=tAN~~D tfr-\ \ 8.4,--- LEGEND ct FIRE HYDRANT :¢: ••--·- FH WATER VALVf. METER, PULL BOX SIGN CONCRETE BLOCK WALL LIGHT STANDARD TRAFFIC SIGNAL STREET LIGHT HANDICAP STALL CHAINLINK FENCE FIRE HYDRANT STA CL BC EC POC L PL R/W TRW PA PB Ro. PROJECT LOCATION Rf <l:'~ CITY OF IRVINE U.C.I. 0-' t ~ .c£3 ..,. CITY <11 ~ STORAGE«) YARD & :'.I RESER. §2 0.. <11 STATION CENTERLINE BEGINNING OF CURVf. END OF CURVf. POINT ON CURVf. LOT LINE PROPERlY LINE RIGHT OF WAY TREE WELL PLANTER PULL BOX PUBLIC WORKS DEPARTMENT MACARTHUR BOULEVARD SIGNING AND STRIPING IMPROVEMENTS FROM CORINTHIAN WAY TO NEWPORT PLACE DRIVE SHEET INDEX SHEET 1 -TITLE & NOTES SHEET 2 -SIGNING AND STRIPING PLAN CONSTRUCTION NOTES G)-PAINT 8" SOLID WHITE LINE (CALTRANS DETAIL 38) ®--PAINT WHITE PAVf.MENT ARROW AS SHOWN (THERMOPLASTIC) (CALTRANS DETAIL TYPE IV (LEFT OR RIGHT) ARROW) @-PAINT SOLID DOUBLE YELLOW LINE (CALTRANS DETAIL 22 OR 29) ©-PAINT 12" WHITE CHEVRON o· 20' SPACING AND 45• ANGLE @)-PAINT MARKINGS PER CALTRANS PER CALTRANS STD. PLAN A-240 ©-INSTALL R3-7R RIGHT LANE MUST TURN RIGHT SIGN PROJECT ENGINEER JOB. NOo: 10-066-STRIPING PLAN ANACAL ENGINEERING CO. CML ENGINEERING & LAND SURVEYING 1900 EAST LA PALMA AIIENUE ~ SUITE 202 ~ ANAHEIM, CALIFORNIA 92805 PHONE: 714-n4-1763 FAX: 714-n4-4690 E-MAIL ADDRESS: ANACALOANACALENGINEERING.COM GENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND LATEST EDITION OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, 800-227-2600, AND ALL CONCERNED UTILllY COMPANIES AT LEAST lWO WORKING DAYS IN ADVANCE OF EXCAVATION. 3. ALL TRAFFIC STRIPES, PAVf.MENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVf.MENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. 4. THE CONTRACTOR SHALL REMOVf. ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, ANO RAISED PAVf.MENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVf.MENT MARKINGS SHALL BE REMOVf.D BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVf.RING THE WHOLE MARKING. 5. ALL CROSSWALKS SHALL HAVf. 10 FEET IN BETWEEN THE 12-INCH WHITE OR YELLOW STRIPES. 6. ALL DOUBLE YELLOW STRIPES SHALL HAVf. 3-INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. 7. THE COUNTY SHALL INSTALL PAINTED TRAFFIC STRIPES IN ACCORDANCE WITH THE PLANS WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT ro REQUIRE THE CONTRACTOR TO INSTALL PAINTED TRAFFIC STRIPES. 8. THE CONTRACTOR SHALL INSTALL PAVf.MENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINm,; AND STOP BARS USING THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES 5HALL BE PAINTED IN TWO COATS. 9. THE CONTRACTOR. SHALL INSTALL RAISED PAVf.MENT MARKERS (RPMS) WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE R£PLACED IN KIND OR REMOVf.D IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 10. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGNS ON GALVANIZED STEEL POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE Df!IERMINED IN THE FIELD BY THE ENGINEER. 11. THE CONTRACTOR SHALL REMOVf. EXISTING SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED SY lHE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVf.D SINGS TO THE CITY YARD OR AS DIRECTED BY THE ENGINEER. 12. THE CONTRACTOR SHALL LAYOUT (CAT-TRACK) THE PROPOSED SIGNING, STRIPING AND MARKINGS IN ACCORDANCE WITH THE PLANS WITHIN THREE WORKING DAYS OF FINAL PAVING. CONTACT CITY TRAFFIC OPERATIONS AT 949-644-3311 TO OBTAIN APPROVAL OF LAYOUT PRIOR TO ACTUAL INSTALLATION. 13. THE CONTRACTOR SHALL COORDINATE ALL SIGNING AND STRIPING WORKS THROUGH ENGINEER PRIOR TO OPENING NEW ROADWAYS AND/OR EXISTING ROADWAYS TO NEW SIGNING ANO STRIPING IN ACCORDANCE WITH THE PLANS. JOB SITE CONDITIONS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBLllY FOR JOB SITE CONDmONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERlY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILllY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILllY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVf.D BY THE PREPARER OF THESE PLANS. REVIEWED CITY TRAFFIC ENGINEER R.C.E. NO. 45521 DATE TITLE AND NOTES MACARTHUR BOULEVARD FROM CORINTBIAN JAY TO NEWPORT PLACE DR. ~S?c· )....t.,.J? 9-18-rZ... DAVID C. QUEYREL R.C.E. NO. 42812 EXP. DAlE: 3-31-14 ~~~~-~~ L. CITY OF NEWPORT BEACH R ... 6029-S 1-DA-JE-1--BY-f-----D-ESC_R_IPTION--O-F_R_EVIS_IONS ____ +-AP-P'-o -lcc;;;':HE;c;;c;;';cKED;;=----t-sDA'i'SilE,'-'--'~---1 PUBIJC WORKS DEPARTMENT SHEET 1 or 2 D. C. . 5-16-12 29 SfA 28+ 78.05 INTERSECTION OF MACARlHUR BLVD. & CORINTHIAN WAY f - - -.---- 1 I I EXISTING 12" WHITE CHEVRON LINE . . ,.---1. __ .....__ -__ .......__~ --.::.......... _--_--- - EXISTING 8' SOLID .. -.. - - - - - - - - --· ·-- - - -L WHITELINE EXISTING 4' IP WHITE LANE --- -- - - - - - - - - - - - - - - - ------------------- - ----- EXISTING 4' SKIP WHITE LANE 33 EXISTING 4 • SKIP WHITE LANE EXISTING 4' SKIP WHITE LANE 34 EXISTING SOILD DOUBLE YELLOW LINE 1,o 1,o la;:! la;:! rn I \ ; •• ---------------------------------------------------------------------------------------------- la;:! la;:! rn I l0 0) + ~ / / / / / / / / / - - - - ------------------------ R "u rn 1 ------------·---------------------- ~---------------.--438 __ -,---~~-=-""1--.------4:MACARTHUR BOULEVARD I 1,o .... --.. -----------------i. ~~1_-_---lzc I I 1:§: 1...: I~ N 120' ~F=~!===='==='===~==~~=~==~ 2 R 'm ;n 38 EXISTING 4' SKIP WHITE LANE 1 R /u., / n REMOVE CONfLICTING EXISTING SOILD ~··. " ~ • DOUBLEYELLOW LI_NE .. . .. . . ... . • ,117-\. ~cn'<S\1>· ... ··· .• EXISTING 4' SKIP WHITE LANE T ,\ L !s " ----:,.· -· ~:..:..::_ ___ _ REMOVE ~ONfUCTING / EXIST!~~ ~~I - STRIPING (TYP} WHITE LINE 41 -------• -~ ---- t: ~ s la;:! ,:Q la;:! la;:! rn I ~ ·······-·--·····-···--· I I I I I I I ;--:,,...1...----+-+-----------------------------,--------'--.c_------+---------.;.. .. - ~ rn GRAPHIC SCALE 20 15 10 5 D 10 20 ( IN FUT ) l IIICH = 20 rr. R .. Underground ~ ~ of Southern California Service Alert ~ Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY B1lL 3019 NO EXCAVAll!lN PERMIT IS VAi.JD UNI.ESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-GROUND SERVICE Ai.£RT" (1-800-422-4133) AT LEAST lWO WORKING DAYS PRIOR TO COMMENCING EXCAVAll!lN. CONSTRUCTION NOTES 0--PAINT 8" SOLID WHITE LINE (CALTRANS DETAIL 38) ©--PAINT WHITE PAVEMENT ARROW AS SHOWN (THERMOPLASTIC) (CALTRANS DETAIL lYPE IV (LEFT OR RIGHT) ARROW) @-PAINT SOLID DOUBLE YELLOW LINE (CALTRANS DETAIL 22 OR 29) ©-PAINT 12" WHITE CHEVRON O 20' SPACING AND 45' ANGLE @--PAINT MARKINGS PER CALTRANS PER CALTRANS STD. PLAN A-240 ©-INSTALL R3-7R RIGHT LANE MUST TURN RIGHT SIGN ~ No.42812 Exp. 03/31114 CJ \ '- 2 ~ 1====4o======"'=a=-:.,.=============;=-f====~ ji! t==9 .====,=~=~~-=l==r==~42~,;;:MA~C~AR~~'l';;;H~U~RFB,;;,O,;;,ULEV~,;,;;ARD;;;;;;;~~==#===ry==j,===;;,,===i I: I I a I C0 -+ -~ 1,o "---. EXISTING 8' SOLID WHITE LINE ---------------------- ~ rn R"-U rn PROJECT ENGINEER JOB. NO.: 10-066-STRIPING PLAN ANACAL ENGINEERING CO. CML ENGINEERING & LAND SURVEYING 1900 EAST LA PALMA AVENUE ~ SUITE 202 ~ ANAHEIM, CALIFORNIA 92805 PHONE: 714-n4-1763 FAX: 714-774-4690 7 --- EXISTING 4' SOLID WHITE LINE --------- Ii 11 11 II II 11 EXISTING 12" WHITE CROSSWALK LINE EXISTING 8" SOLID WHITE LINE // , EXISTING 12' ,,/ WHITE CHEVRON I II Ii I I, I I I I I I I I I \ EXISTING 8' SOLID WHITE LINE '· ': ?----_.J __ ..1..._ '"' ), ' r ' I '' L •• ' r •.•. '-, I REVIEWED CllY TRAFFIC ENGINEER R.C.E. NO. 45521 SIGNING & STRIPING PLAN MACARTHUR BOULEVARD DATE FROM CORINTHIAN JAY TO NEWPORT PLACE E-MAIL ADDRESS: ANACALOANACAI.ENGINEERING.COM ~&-.%S,7 ---LO <;-1e-1~ DESIGNED DRAWN •1-----+--+-----------+----t~D."""C.',.;'Q"--. ~r;;,V.:.i-F.,__,. L.,___---1 CITY OF NEWPORT BEACH R-6029-S CHECKED DATE PUBIJC WORKS DEPARTMENT SHEET 2 1W 2 DA\/10 C. QUEYREL ~ NO. 42812 EXP. DAlE: 3-31-14 DATE BY DESCRIPTION OF REVISIONS APP'D D. C. Q. 5-16-12 SEWER CONSTRUCTION NOTES INSTALL SEWER CLEANOUT PER CITY STD. NO. 406-L INSTALL 4" PVC SEWER LINE INSTALL TRASH ENCLOSURE DRAIN PER ARCHITECTURAL PLANS FlELD LOCATE EX. 8" SEWER PRIOR TO CONSTRUCTION AND JOIN INSTALL 6" PVC SEWER LINE INSTALL 3000 GALLON GREASE INTERCEPTOR AND SAMPLE BOX PER ARCHITECTURAL PLANS WATER CONSTRUCTION NOTES @-EXISTING 2" METER FOR LANDSCAPE PROTECT UPGRADE EXISTING 2" METER FOR BUILDING A PER CITY STD. 520-L INSTALL NEW 2" METER FOR BUILDING B-01 PER CllY STD. 503-L EXISTING DOUBLE DETECTOR CHECK INSTALL 2" DOMESTIC WATER LINE INSTALL 2" REDUCED PRINCIPLE BACKFLOW DEVICE PER CllY STD. 520-L-A @-PROTECT ®-REMOVE @-ADJUST TO GRADE @-RELOCATE SEWER NOTE SEWER LINES LESS THAN 2% SLOPE REQUIRE LINE AND GRADE CERTIFlCATION BY LICENSED CML ENGINEER OR SURVEYOR. NOTE* FlELD VERIFY ELEVATION PRIOR TO ANY SEWER CONSTRUCTION. NOTIFY ENGINEER FOR ANY CHANGES TO THIS PLAN. SMH (\ ___ --,-- I '.,_, ' -' ' --:·-·,-- N.83'00' 19"E. • 7 r·-. • DETAIL C SCALE: 1,..5 ---------l ,,, [BAS1S OF BEARINGS] -1-t ---------,v•;·, ----:'0.'---',V:: ------- GRAPHIC SCALE 20 15 10 5 0 10 21) (INFEET} 1 INCH • 20 FT. Underground Service Alert of Southern California Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUNIT TO ASSEMBLY BU 3019 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY 1.D, NUMBER FROM "UNDER-GROUND S£RVICE AL.ERr' (1-BOD-422-4133) AT LEAST TWO WORKING 0/IYS PRIOR TO COMMENCING EXCAVATION. .. 12" MIN CLEAR ON-SITE PRIVATE BOTTOM Of SEWER AND WATER MIN. SEPARATION DETAIL NO SCALE ..:J ,:_4~-~-;') ~ ' L __ _ "' PAVEMENT GUTTER / / / P 1\ •J('r'j r) • _,-\J\ ...___.._r_,-'---' L., EXISTIHG llUUllNG ..:J .,l ,. cc_:,_ -i: I I I : I I •11 I ~ ' i}'-J (~'.:U) l/ I'-,, : I I I I 111 I I I . I = w '}~. ' j <, (",C i-' : ' N.06'59';J1"W. 8. 76t,. l)P.C f, ,z'--';i._) -,;;;;_-~--: I i/ -.:, :/// :~-:~:c~,,:1 " °' 'c I i !k I --1 e ---41 1 I I ~~-~t! I 'I , i ~ee=~-~-~~=-""~1 . I I 'I -'' ., 1· --'-...'....":.-: .. ./ ' I I I I I : ' ' 0:, li !I I :· 4·-l if, I ! '.';1':i'.': 7 ,' c--- P 1' •)('Fl ~~l .,-\J\........,.........,..:........, u ;,, --12 "' PAVEMENT 11·~~':}_1,:~; ";l•JC .. f CREE I I i ~-~'i :,' ~ -.,-( !/ ,:'S:'>47rA( /{ __ -'· 0 ;,/_' s;:.;vDv1E\T ' S.83"00'29"W. !TR I ,-<:.: :'\_~~-~o,'.c.-~ -D __ ----;.- ,1, 111\I; TRW : i. 81.iU1 it~ C· ,_, 7 -, 'e~ .....J i I .n l ~ ' -' ''._'_ ;:_ I 222.00' . I i ! i I -, , I I ,~ ' I t,i .-.: j '1 ,, , ''r-- ] I~ I I 1/'.18:!'.' 11\()1:,f (-1-7.1,J'C ~~~W.l'!!·• , . .331-335 ! O.R. , 6.<Jc·,~r , i~-/FL 41 -=r I ~llfll' L..•_JX~l.J:~- w:1!-J fTT I D 2, i :-• t~' • 7 --/ -:,14,:,c; . ~:S1~T;;~-_D.~;:,I\ ·2.i;4(· "'-' l,7l'IIJ"lJ---1 '{-1".~ 'T \ //'.>1 '.; 66.00' I ,"-'1---------- 1. '4, I ' ' I, I I :~ lb''' I -.,,, =-:RE 1· ii -j'.c· hN, , I I ,, "-'-'"'' , I ,,_+:,." /:-1 -I :.:--1'1:!')1-:; I ' 11 I I I I I I I I I I I I i I I I i i NEWPORT PLACE DRIVE !I II Ii II Ii 1 2' R W II !I I I I II II II I ii ii II II ~ I~ II !I I! I! i :I ii 0 z: N I co wN c=.cl o-.i- t;:; l.u :I: (/) 0 N ~ II u• en ~ B a c:: CL SHEET NO. 6 B or :c ~ (D ti: 0 a.. ~ z a.. 0 I co co 0 I 0 0 z (.) w <